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Mealy Street South 1880 ' NEW ARRIVALS I WAREHOUSE GENT New Arrival Waretiou�e CONFERENCE 50-4 4 A 5&00 4 1111110111111111 111110 ,40 8"m 5UPPLY AIR FROM ERV-I ;—MENLARGEDAWOMTSANITARY CLEAN OUT SANITARY CLEAN OUT TiL ShIEET Sx 10 Ox 10 V� 5 �°� I2"� FROM 18x6 HPU-3 TW �- H.C. RESTRM2 EXEC.RESTRM TO AHU-3 �o ,so ERV-1 305 0 506 (turd Street youth M WORKSTATION 151 WORKSTATION E sZ WORKSTATIO 1 sa WORKSTATION� — — — — — — — — — — x Jac k5onville, FL 32250 6 m R."N0.L02000002%2 PACKING ADMIN- AREA WORK AREA A 115-4 T1 151 ND ® o $x6 8X6 8X6 8X6 FABRIC 8X6 I � ..� ,7r--$� �J95 A 65 �� `i65 0 X75 f� Sm � � _ G x6 A $„m �1 ca4nzAc>'aa CONFERENCE 75 �-4 TO AHU-2 12x8 8x8 ��I IL �8„�� ERV-I 135-4 8x6 iffix o U.G.IDRS A 8X6 A 656 A 656 12x IO UP 10"(P OUT51DE -- GONDEN5ATE - 14T 106 H.C.RESTRM 1 (a �5F TO IH-I 0 AIR DUCT DN 12x 12 -- DRY WELL - 10 p I x06 G bxb I IOxB — — W/ MVD G 5EE DETAIL � ISxl2 10011 W „ ONEx 10x8 , _ _ 6 m OUT5IDE A112 x SUPPLY DUCT. CONNECT % C®� 1 `d a p �T qHU-I I Ox I 0 EXHAUSt TO RETURN AIR PLENUM 1&12 TO 6x6 4"� �— FROM ERV-I �kle F�efOrl ��0"�.""'y, UNDER AHU PLENUM 50 �1V-4 Z IOx6 IOx6 14x 14rr 14x42 b ------L PLEN--------- ' E 100 I 325 '�60 p Avenue EXTEND 2"GD TO ' i ' " PUMPED Jacksonville Yeah, FL 3 GONDEN5ATE DRY ' I 14x 14 CONDENSATE R,�,,#� i WELL - 5EE DETAIL TO AHU-I R.PE Y36120 i NOTE: PROVIDE FLOAT SWITCH IN io/ UNIT DRAIN PAN TO 5HUT EOC�"G°' ' I UNIT OFF IN THE �mel' t A560t'Wes hc. GA5E OF OAGIC UP • ' I i BREAK x6 12x8 I OF CONDENSATE. 122915nter Square Drive Weyt Q110 00 FW da JacksmAk. Florida 32218 ----------------�' � � PE 53375 IOX6 F 12x8 i EXEC. OFFICE 105 100 ' I 190 WAREHOUSE z6 A f?,'o 4 ---------- t 111111111111111111111111111111 IIIIIIIIIIIIIIIIIIII,IllillilljlllllI F 12x8 110 00-UF 12X8 E 8x6 PHOTO I 14x14 200 ' 14x 14 � L� -- ------------ 200 -----------� O I ___________- ELECT/TELECOM. WORK ROOM n W51 go i 0 owI ' AIR COMPRESSOR RESTROOM 0 ' r-- I ' i HVAC LEGEND. I REVISE AHU-I 12/20/06 ___________ HVAC-- - PLANL_ N0. REVI51oN/155uE DATE --- -- --- AHU-I AIR HANDLING UNIT NO. I LVG LEAVING ' 5GALE: 1/5" - 1'-0" ' GD GONDEN5ATE DRAIN M6H bTUH/1000 GU GONDEN5ING UNIT NO. I MVD MANUAL VOLUME DAMPER HPU-I HEAT PUMP UNIT NO.1 OA OUT5IDE AIR HVAC ' I I i ' -J ' , DN DOWN O5 5WITCH PLAN i E.E.R. ENERGY EFFICIENCY RATIO 5D 5MOKE DETECTOR i - EF-IEXHAU5T FAN NO. I T/0 TRAN5FER OPENING i ENT. ENTERING TYP. TYPICALLEGEND ESP EXTERNAL 5TATIG PRE55URE FD FIRE DAMPER ' HP HOR5EPOWEI2 U.G. DR UNDERCUT DOOR i �---------- FILE COPY kW KILOWATTS W/ WITH \1r\1 FLEX. RUN OUT MOTORIZED DAMPER O THERMOSTAT ROVED NECK 51ZE CITY OFPATLANTIC BEACH GON5TRUCTION Ogi0-T GFM - THROW PATTERN BUILDING OFFICE POGUMENIT5 5ET DEC 2 6 006 00051206 RBI A5 5N01MJ 9/I/Ob By; PROD. NO. DWN 8Y 5GALE DATE `.xamm,u--i1cz r K 36120 M-02 5SO I(y I a Lj 5f 1 5 . ABBREVATIONS ON TEN T C S ACCESSIBLE REFERENCES AND EEACH WAY JT.EACH JOINT REINF.r. RADIUS REINFORCEMENT A— O O O CONTENTS, GENERAL LA 0 TE S, SYMBOLS AND ABBREVIATIONS NHIISEFACILILTY IS TO BE 100% HANDICAP COMPLIANCE AT E..W. < CENTERLINE E. EAST READ. REQUIRED AS PER GOVERNING AUTHORITIES. NEW ARRIVALS 0 DIAMETER OR ROUND ELEC. ELECTRICAL R.D. ROOF DRAIN D- 1 0 0 DEMOLITION FLOOR PLAN POUND OR NUMBER E.W.C. ELECTRICAL WATER COOLER K.P. KICK PLATE RM. ROOM # EL. ELEVATION KIT. KITCHEN R.0. ROUGH OPENING A-100 FLOOR PLAN 36" ELEV. ELEVATOR K.D. KNOCKED DOWN R. RISER 915 WAREHOUSE A.F.F. ABOVE FINISHED FLOOR EMER.. EMERGENCY 1810 18" MIN. A.C.T. ACOUSTIC CEILING TILE EQ. EQUAL A- 101 LIFE SAFETY PLAN 4 5 5 7 f 455 ADJST. ADJUSTABLE EQUIP. EQUIPMENT LIN. LINOLEUM SECT. SECTION ADJ. ADJACENT E.F. EXHAUST FAN LAV. LAVATORY SHT. SHEET AGGR. AGGREGATE EXIST. EXISTING LT. LIGHT A- 302 DETAILS SHWR. SHOWER 7%1 2 A.H.U. AIR HANDLER UNIT EXP. JT. or E.J. EXPANSION JOINT LG. LONG SIM. SIMILAR ALT. ALTERNATE EXP. EXPOSED S. SOUTH A- 303 DETAILS CLEAR AL OR ALUM. ALUMINUM EXT. EXTERIOR S.C. SOLID CORE FLOOR I<= �� CLIENT L ANGLE MH MANHOLE SPEC. SPECIFICATIONS A- 500 REFLECTED CEILING PLAN AND SCHEDULES 1 SPACE A.D, AREA DRAIN MFR. MANUFACTURER SQ. SQUARE I New Arrivals Warehouse A.P. ACCESS PANEL M.O. MASONRY OPENING SQ. FT. or$ SQUARE FEET FT. or FEET ————_j 1880 Mealy Street F.A. FIRE ALARM MAX MAXIMUM S.S. STAINLESS STEEL BM. BEAM F.E.C. FIRE EXTINGUISHER CABINET METH T METAL STL. STEEL M - 01 HVAC SCHEDULES 8c DETAILS Atlantic Beach, FL 32233 BITUM. BITUMINOUS F.E. FIRE EXTINGUISHER ME or M L. E STOR. STORAGE • 48" MIN. BLKG. BLOCKING FIN. FINISH MIN. MINIMUM STRUCT. STRUCTURAL 1220 BD. BOARD F.H.C. FIRE HOSE CABINET MIR. MIRROR SUSP. SUSPENDED M - 01 1 HVAC SPECIFICATIONS BOT. BOTTOM FIXT. FIXTURE MISC. MISCELLANEOUS SYM. SYMMETRICAL CLEAR FLOOR SPACE FLASHING MTD. MOUNTED S/TR SINGLE LEAF DOOR W/ TRANSOM — ARCHITECT BLDG. BUILDING FLASH. M 0 2 HVAC PLAN & LEGEND AT WATER CLOSETS FL. FLOOR FLUOR. FLOOR DRAIN (NOT IN STALL) A Concepts, LLC CAB. CABINET FLUOR. FLUORESCENT N. NORTH TEL. TELEPHONE P— 01 PLUMBING FLOOR 0 0 R PLAN, DESIGN BASIS, LEGEND 8c N 0 TE S 506 Third Street South CPT. CARPET FTG. FOOTING N.I.C. NOT IN CONTRACT TEMP. TEMPERED Jacksonville Beach, FL 32250 C.B. CATCH BASIN FDN. FOUNDATION NO. or # NUMBER THR. THRESHOLD P- 02 PLUMBING S P E C I F I C A TI 0 N S FL LLC LA0. L02000002952 COR CLG. CEILING FR. FRAME N.T.S. NOT TO SCALE T.O.S. TOP OF STEEL 36" MIN. CTR. CENTER FURR. FURRING T. TREAD C.T. CERAMIC TILE CL. CLEAR TYP. TYPICAL 12" MIN. 12" MIN. M.P. do FP OFF. OFFICE O.C. ON CENTER 305 4 305 CLOS. CLOSET E— 1 ELECTRICAL LEGEND & NOTES COL. COLUMN GA. GAUGE OPG. OPENING U.O.N. UNLESS OTHERWISE NOTED _ �_, Blue Heron Consulting, Inc. CONIC. CONCRETE GALV. GALVANIZED OPP. OPPOSITE U. URINAL E- 2 P0WER RISER 8c SCHEDULES a 362 Osceola Avenue CONC. BLK. CONCRETE BLOCK GL. GLASS Jacksonville Beach, FL 32250 C.M.U. OR CMU CONCRETE MASONRY UNIT 0.D. OUTSIDE DIAMETER G.B. GRAB BAR "' opo CONST. JT. CONSTRUCTION JOINT GYP. GYPSUM O.A. OVERALL E- 3 ELECTRICAL SPECIFICATIONS C.J. CONTROL JOINT O.S. OVERFLOW SCUPPER V. VENT PE 36120 CORR. CORRIDOR G.W.B. or GYP. BD. GYPSUM BOARD OH D. DR. OVERHEAD DOOR VERT. VERTICAL E- 4 LIGHTING PLAN C.S. COUNTER SINK VEST. VESTIBULE (a) ELECTRICAL V.C.T. VINYL COMPOSITION TILE H. or HDW. HARDWARE PR. PAIR V.W.C. VINYL WALL COVERING E- 5 POWER & SYSTEMS PLAN BACKWALL DET. DETAIL avid Hunter & Associates, Inc. P. LAM. PLASTIC LAMINATE GRAB BARS AT DIA. or 9 DIAMETER HT. HEIGHT > or P. PLATE DIM. DIMENSION H.C. HOLLOW CORE PLYWD. PLYWOOD WATER CLOSETS 12291 Sumter Square Dr. W. DIST. DISTANCE H.M. or H.MET. HOLLOW METAL P. PAINT WC. WATER CLOSET Jacksonville, Florida 32218 DR. DOOR HORIZ. HORIZONTAL PO.T PORCELIN TILE W/H WATER HEATER GENERAL N EB #0000e882 DBL. DOUBLE H.B. HOSE BIBB WP. WATERPROOF P.H. PANIC HARDWARE W R WATER RESISTANT DN. DOWN PNL. PANEL D.S. DOWNSPOUT W. WEST A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING 54" MIN D. DRAIN WDW. WINDOW CONDITIONS AND DIMENSIONS. IF ANY CONFLICTS BETWEEN ACTUAL CONDITIONS AND 1370 DWG. DRAWING 1.D. INSIDE DIAMETER (DIM) W/ WITH THE DRAWINGS ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY 12" MIN. D.F. DRINKING FOUNTAIN INSUL. INSULATION QTY. QUANTITY W/0 WITHOUT BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR OR HIS/HER SUBS 421065 305 D/TR DOUBLE LEAF DOOR W/ TRANSOM INT. INTERIOR Q.T. QUARRY TILE WD. WOOD SHALL PROTECT ALL EXISTING ELEMENTS FROM DAMAGE DUE TO ALTERATION AND CONSTRUCTION OPERATIONS AND REPAIR OR REPLACE ELEMENTS DAMAGED BEFOREro co �' COMPLETION OF CONSTRUCTION. 10 o T- Ln 1 17-19" B. PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED 430-915 MATERIALL SURFACES HAVE BEEN EXPOSED BY DEMOLITION. C. ANY RELOCATION OF CEILING MOUNTED DIFFUSERS, GRILLES, SPRINKLER HEADS, (b) FIXTURES, ETC. MUST BE VERIFIED WITH THE DESIGN PROFESSIONAL PRIOR TO INSTALLATION. SIDEWALL C.M.U. CONCRETE. WOOD BLOCKING PLYWOOD GRAB BARS ATWATER CLOSETS D. ALL CONTRACTORS (GENE=RAL OR SUB) WILL COORDINATE THEIR WORK PRIOR TO INSTALLATION OF ANY ITEMS ABOVE THE DESIGNATED CEILING PLANES AND PARTITION. a ANY MODIFICATION TO THIE PARTITIONS, CEILINGS (GYP. BD. DROPS, MILLWORK, ETC.) a DUE TO LACK OF COORDIINATION WILL BE THAT CONTRACTOR'S RESPONSIBILITY. 0 E. EXTEND SCHEDULED FLOOR FINISH AND BASE INTO OPEN SPACES UNDER COUNTERS. o z F. PATCH FLOOR FILL WHERE PARTITIONS HAVE SEEN REMOVED AND WHERE FLOOR FILL O z BATT INSULATION EARTH RIGID INSULATION FINISH WOOD - Imo, I I OR FINISHES HAVE BEEN REMOVED. FINISH TO AN ACCEPTABLE LEVEL FOR NEW FINISH r � LO N MATERIAL STANDARD. I CLEAR I o0 I SPAE APPLICABLE CODES : G. L- PATCH FLOORS, BASES AND WALLS TO PROVIDE A SOUND EVEN SUBSTRATE FOR MANUFACTURER'S RECOMMENDED APPLICATION OF SCHEDULED FINISHES. FLORIDA BUILDING CODE 2004 30 MIN. LEVEL 2 ALTERATION PER 2004 FBC EXISTING BUILDING 304.1 1 H. WHERE NOT INDICATED, PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILING RECEIVING 760 BUSINESS OCCUPANCY - GROUP B 2004 FBC SECTION 304 CASEWORK, SIGNAGE, COAT HOOKS, STORAGE RACKS, MARKER BOARDS, AND OTHER LIGHT MANUFACTURING - GROUP F-1 2004 FBC SECTION 306 MOUNTED ITEMS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. CLEAR FLOOR SPACE WAREHOUSE - GROUP S-1 2004 FBC SECTION 311 LAVATORY LESS THAN 50 PERSONS DRAFTING SYMBOLS- CONSTRUCTION TYPE III - SECTION 602 I. EQUIPMENT OR FURNITURE SHOWN IS OWNER FURNISHED AND OWNER INSTALLED. UNPROTECTED OCCUPANCY SEPERATION TABLE 302.3.2 J. THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT NON-SEPARATED OF THE ARCHITECT. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING INTERIOR FINISHES - TABLE 803.5 'I CONDITIONS AND ADVISE THE ARCHITECT IN WRITING OF ANY SITUATION THAT WOULD NOT ALLOW C HIM/HER TO PROCEED ON THE BASIS OF THESE DOCUMENTS. INTERIOR ELEVATION DETAIL OCCUPANT LOAD - TABLE 1004.1 © OWNER CHANGES 11/28/06 7 BUILDING DATA: 118 x 124 DETAIL IDENTIFICATION BUILDING AREA 13,753 GROSS SQUARE-FOOT (GSF) K. FIRE RATING OF WALLS SHALL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR Q CITY COMMENTS 10/03/06 ELEVATION IDENTIFICATION SPACE FOR THE FULL LENGTH AND HEIGHT OF AREAS BEING SEPARATED EXTENDING TO THE Lnz 00 �, z RENOVATION AREA 8,932 GROSS SQUARE-FOOT (GSF) FILE I I I� LA0. REVISION/ISSUE DATE RENOVATION AREA 64% PERCENTAGE UNDERSIDE OF THE ROOF DECK. Nr- Mrl� A-002 "' DRAWING SHEETN TOE OCCUPANT LOAD - TABLE 1004.1.2 CLEARANCE 1479 :DRAWING SHEET ON WHICH ELEVATION BUSINESS AREAS 100 GROSS = 14.8 L. ALL JOINTS OF ANY ELEMENT OF CONSTRUCTION WHICH ARE REQUIRED TO HAVE A FIRE RESISTANCEMAX IS DETAILED r , / RATING SHALL BE INSTALLED PER MANUFACTURER'S PUBLISHED TESTED ASSEMBLIES SHALL BE KNEE TOTAL OCCUPANCY CALCULATED = 19 PERSONS TIGHT AND SHALL PREVENT THE PASSAGE OF SMOKE AND FLAME. APPROVED CLEARANCE �—DENOTED AREA BEING CITY OF ATLANTIC BEACH 8" MIN. DETAILED OCCUPANT LOAD - TABLE 1004.1.2 BUILDING OFFICE 205 17" MIN. WAREHOUSE AREAS 500 GROSS/6068 = 12.1 M. ANY UTILITY SHUT-OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK SUCH 19!�4 437 l , AS ELECTRICAL, WATER, ETC. MUST BE SCHEDULED WITH THE OWNER 48 HOURS PRIOR TO COMMENCING DEC 0 4 2006 TOTAL OCCUPANCY CALCULATED = 19 PERSONS THE WORK. LAVATORY PERMIT OCCUPANT LOAD - TABLE 1004.1.2 CLEARANCES LIGHT MANUFACTURING 200 GROSS/1325 = 6.6 N. ALL DIMENSIONS SHALL BE FIELD VERIFIED BEFORE PROCEEDING WITH THE WORK. NOTIFY By: BUILDING SECTION DETAIL TOTAL OCCUPANCY CALCULATED = 19 PERSONS THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. Q -A-- SET EGRESS: - TABLE 1005.1 0. VERIFY WITH OWNER FOR EQUIPMENT'S ELECTRICAL CHARACTERISTICS. 12° 18» DETAIL OR SECTION IDENTIFICATION DETAIL OR SECTION IDENTIFICATION 200 FT. MAX. TRAVEL DISTANCE TO EXIT 20 FT. MAX DEAD END CORRIDOR LENGTH P. ALL FINISHED WOOD TRIM SHALL BE STRAIGHT, KNOT FREE, 1" NOMINAL. PRIME AND APPLY 1375 b " EGRESS WIDTH - 0.2" PER PERSON SERVED 2 COATS FINISH ENAMEL. co WHITE H.C. SIGN ON BLUE DRAWING SHEET ON WHICH SECTION DRAWING SHEET ON WHICH SECTION 0.2" ® 16 PERSONS = 3.2" PARKING aYDISABLED BACKGROUND PERMIT ONLY IS DETAILED IS DETAILED 3.2" CALCULATED REQUIRED CLEAR WIDTH Q. LIGHT FIXTURE STYLE, COUNTER TOPS, MOULDING PROFILE AND PAINT COLORS, Tow AWAY ZONE LACK LETTERS 1" HIGH ON - Ln APPROVED BY OWNER AND/OR ARCHITECT PRIOR TO INSTALLATION. AND FINE IrTos2s WHITE BACKGROUND oo CD NEED TO BE � LO 36" MIN. CORRIDOR WIDTH" / = 00 00 32" MIN. CLEAR OPENING OF EXIT DOOR O z I IL NOTES: N FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NEPA 10 R. ALL ENCLOSED INTERIOR CEILINGS AND WALLS IN WORK AREA SHALL BE PRIMED AND PAINTED. o W 1. ALL LETTERS TO BE 1 SERIES C. CONTENTS GENERAL NOT NUMBER OF EXITS: 3 REQUIRED /3 PROVIDED SECTION 605.4.1 0 ~ j 2. TOP SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITH ES S. CONTRACTOR SHALL PROVIDE FOR REMOVAL OF CONSTRUCTION DEBRIS AND FOR GENERAL SITE O� WHITE REFLECTORIZED H.C. SIGN. SYMBOLS AND ELEVATION ROOM IDENTIFICATION PROJECT EXTERIOR WORK PERTAINS ONLY TO THE FOLLOWING: CLEANUP FOLLOWING COMPLETION OF WORK. 3. BOTTOM SIGNS SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WATER FOUNTAIN ABBREVIATIONS WITH BLACK OPAQUE LETTERS AND BORDER. CLEARANCES ELEVATION IDENTIFICATION WOMEN ROOM NAME VERIFICATION OF ROOF INTEGRITY AND WEATHER TIGHTNESS AND NECESSARY REPAIRS T. CONSTRUCTION SHALL COMPLY WITH FBC CH 3401, FFPC 2005, NEC, NPC, ATLANTIC BEACH CODE OF 4. SIGN SHALL BE LOCATED IN A MANNER THAT THE LOWEST SIGN DOES 00060617 JAB AS SHO 09/01/06 �-� SIDING, PATCHING AND PAINTING ORDINANCES CH. 6 AND CH. 12 AND ANY OTHER APPLICABLE CODES AND GUIDELINES. 010 ROOM NUMBER REMOVAL OF OVERHEAD DOOR SEALING, INSULATION AND FINISHING NOT PROTRUDE INTO THE REQUIRED HEADROOM CLEARANCE ALONG THE PROD. NO. DWN BY S A DATE TO MATCH EXISTING EXTERIOR FINISH � ACCESIBLE ROUTE SERVING THE PARKING AREAS U. CONTRACTOR SHALL INSULATE ALL EXPOSED WATER PIPES. - DRAWING SHEET ON WHICH SECTION CIS DETAILED PROJECT INTERIOR WORK PERTAINS ONLY TO THE FOLLOWING: QA- 0 CONTRACTOR SHALL PROVIDE SIGNAGE OR MARK WALL HANDICAPPED PARKING DOOR IDENTIFICATION "NO STORAGE OVER I2FT." IN WAREHOUSE SIGNAGE ` PLAN IDENTIFICATION ONLY CREATION OF ADMINISTRATION SPACES r r NON-STRUCTURAL RENOVATION AND PAINTING (NEW FINISHES) 2 � C DOOR IDENTIFICATION DEMOLITION OF EXISTING PARTTIONS CREATION OF 3-HR OCCUPANCY SEPARATION WALL i I I I I NEW ARRIVALS I ' OVERHEAD DOOR TO BE REMOVED OPENING TO BE SEALED, INSULATED WAREHOUSE WITH MATCHING WALL SYSTEM ► AND FINISHED TO MATCH ► ' EXISTING EXTERIOR FINISH I I I I SANITARY CLEAN OUT SANITARY CLEAN OJT CLIENT 0 00 ' /7 7777 zzzxzzxxzV VZI i New Arrivals Warehouse ' II I I 1! ► I It II II 1880 Mealy Street Atlantic Beach FL 32233 I II I I I ► tl II II I I ► i i i i t ► ► l i WALL TO REMAIN AND BE II I I II L----------� 11 II II INCORPORATED INTO NEW WALL II 11 CONDITION DEPENDENT tl !! TRACTOR'S DISCRETION JI1I1I I ARCHITECT AT CON —_—_--_____;---------- — VA Concepts, LLC r=----� II � I 506 Third Street South EXISTING 1; iJacksonville Beach, FL 32 250___ I! I III VENTALATION FAN til. 11 —___—__ ____ ___---===•�i ii I EXISTING VENTALATION FAN 11 —I� A FL LLC N0. L02000002952 I II ► !L———————— —— -- -- I 1 !L ► — — — — — 1 I / II 1 1 7 M.P. do FP EXISTING i 11 \ I �`•_ i i i 12X12 LOUVER .M ��, i J Blue Heron Consulting, Inc. WALL TO REMAINS AND BE / _ �� WALL TO REMAIN AND BE i MAN DOOR OPENING TO BE ' 362 Osceola Avenue INCORPORATED INTO IIEW WALL �� I II INCORPORATED INTO NEW WALL I ------------ SEALED, INSULATED, ENCLOSED Jacksonville Beach, FL 32250 CONDITION DEPENDENT ! ; ;' I j; CONDITION DEPENDENT 1� i ' WITH MATCHING WALL SYSTEM I PE 36120 I , I ><` I SHIMP SIGN DESIGN 11 AT CONTRACTOR'S DISCRETION I AND FINISHED TO MATCH EXISTING AT CONTRACTORS DISCRETION I � I I I! I I 2897 SQUARE FEET EXTERIOR FINISH I I I H ► I I I ELECTRICAL ► 1882 O TECH. I , "� OVERHEAD DOOR TO BE REMOVED �� ► OPENING TO BE SEALED, INSULATED AND FINISHED TO MATCH David Hunter & Associates, Inc. _________________i I EXISTING ELECTRICAL I I ;�. ,� EXISTING ELECTRICAL I-------------i EXISTING EXTERIOR FINISH 12291 Sumter Square Dr. W. PANEL II PANEL &MA------------------------------ ---------------------------- ------------------------------ ---------- --------------- I Jacksonville, Florida 32218 ------------------------------ ----------------------------- I ------------------------------ ------------------------- 1 EB �l00009882 I II ► I DOOR OPENING TO BE I ► 1 ' ' ' ' SEALED, INSULATED, ENCLOSED I ------------ ► WITH MATCHING WALL SYSTEM AND FINISHED TO MATCH EXISTING EXTERIOR FINISH I I ► I I I I I I I I I ► I I 1 ' ' ' EXISTING ELECTRICALI ' HESFORD EXISTING I- -- ------------ 4680 SQUARE FEET AIR COMPRESSOR PANEL II—-------------------------- — — --- ------L=== -- I _-____-___ EXISTING ELECTRICAL PANEL —rTT—f •1� CEILING PLATFORM STRUCTURE +-+-li+} +f-+-tt+H+4 � I��� \ I I TO BE RELOCATED/REUSED 1_____ __•__;_=_______- I � I ---` I `V i1 t I! ELECT CAL METERS I r- --- ------ t---------- MAIN ))WER FEED I -----_-----_ — —rte — ► — — — — — I II — — — — — I — — — — — I — — — — — MEZZANINE ABOVE ► I I I1 11 II It �I I ii ii it I I t o _----------_ FE ► � I I I I I I ; I I , I ------------ NO WORK -_____-_-__NOWORK IN THIS AREA I I I I ' I I i ► ► I ATLANTIC WOOD WORKING ' ► a OWNER CHANGES 11/28/06 5259 SQUARE FEET 1L� CITY COMMENTS 10/03/06 NO. REVISION/ISSUE DATE ► I I I I I \ / I I I I i I i I--- -------- PERMIT SET ► I I I DOO TO REMAIN SITEPLAN- I DOOR TO REMOVE SCALE:1/8"=1 '--0" —' DEMOLITION WALL TO REMAIN PLAN �-`-----'� 00060617 JAB AS SHOWN 1 WALL TO REMOVE PROJ. NO. DWN BY SC LE ATE DEMOUTION LEGEND D-100 � i ACCESSIBLE PARKING SIGN 5'-0" REFER TO HANDICAPPED PARKING SIGNAGE DETAIL SHEET A-000 NEW ARRIVALS PROVIDE ONE ACCESSIBLE PARKING WAREHOUSE SPACE PER 2004 FBC CHAPTER 11-4.1.2 C) a I I 0 0 NGkN A CLIENT 6" WIDE REFLECTIVE New Arrivals Warehouse STRIPING 1880 Mealy Street 12'-0" Atlantic Beach, FL 32233 OVERHEAD DOOR TO BE REMOVED OPENING TO BE SEALED, INSULATED AND FINISHED TO MATCH ARCHITECT EXISTING EXTERIOR FINISH VERIFY WEATHER INTEGRITY PROVIDE ADA COMPLIANT SIGNAGE VERIFY WEATHER INTEGRITY VIA Concepts, LLC OF ROOF AND WALLS IN ACCORDANCE WITH FBC 11-4.30 OF ROOF AND WALLS 506 Third Street South HOLES TO BE SEALED, INSULATED AND CENTERLINE OF SIGNAGE SHALL BE HOLES TO BE SEALED, INSULATED FILING CABINETS FINISHED TO MATCH EXISTING 60" A.F.F. AND FINISHED TO MATCH EXISTING BY OWNER Jacksonville Beach, FL 32250 FL LLC N0. L02000002952 2 2 2 0 EXEC. RESTROOM ADMIN. AREA " • M.P. do FP 20 X20 HOLE SANITARY CLEAN OUT 280 --_ SANITARY CLEAN OUT r TO BE SEALED, INSULATED AND -� `° FINISHED TO MATCH EXISTING Blue Heron Consulting, Inc. COMMON AREA 362 Osceola Avenue ❑ EJ� 150 Jacksonville Beach, FL 32250 2 ,-- PE 36120 - q'-1 2 20"X20" HOLE 00 HVAC CONDENSER PACKING WORK AREA _ FABRIC - � HI LID WATER COOLER TO BE SEALED, INSULATED AND �� 100 120 -- -- - 230 5 H.C. RES Roots 2 FINISHED TO MATCH EXISTING N - ELECTRICAL I _ �A-303 i �� �� �. 180 AIR HANDLER 3 231-8" 181-811 281 PROVIDE ADA COMPLIANT SIGNAGE / _ ;J 2 __, _ ____ 3,_0„ IN ACCORDANCE WITH FBC 11-4.30 David Hunter & Associates, Inc. I _ CENTERLINE OF SIGNAGE SHALL BE 12291 Sumter Square Dr. W. 4' o" _ Z 60" A.F.F. Jacksonville, Florida 32218 W I 00 A-303 1 -0 EB #00009882 �11 O 00 C.7N � � � � N Z e 2 26'-5" " HVAC CONDENSER —boAIR HANDLER 3 :2 �. 105 00 I VERIFY WEATHER INTEGRITY 21- ...... 4" I ; OF ROOF AND WALLS 110 I 2 I V `' ��:` '"� AIR HANDLER 1 ___________ RESTROOM i -NIC- I HOLES TO BE SEALED, INSULATED AND I 0 - REF GE I _ 21 01 FINISHED TO MATCH EXISTING WALL TO REMAIN AND BE OWNER UPPLIED _ 2 J NITOR STORAGE '-- I —' s0 INCORPORATED INTO NEW WALL PROVIDE WATER SUPPLY I MAN DOOR OPENING TO BE CONDITION DEPENDENT EXEC. 0 FICE m 6'-2" 2 1 SEALED, INSULATED, ENCLOSED AT CONTRACTO 'S DISCRETION FOR REF GERATOR ' 19 I AND FINISHED TO MATCH EXISTING ICE MAKER BIR K ARSkI 61— Is PHOTO 1 EXTERIOR FINISH 18" CABI ET UNIT 240 7I �� zoo W COUNTER I � �._,,,�,, �_;_�; ; � I OVERHEAD DOOR OPENING TO BE 15-9 SEALED, INSULATED, ENCLOSED -----------------I I I I 2 I 2 o AND FINISHED TO MATCH EXISTING a-�n2 o EXTERIOR FINISH WAtt TO REMAIN AND BE I CD I INTERIOR CEILING ENCLOSURE INCORPORATED INTO NEW WALL . � CONTRACT R SHALL I � � ABOVE ___ _,�- _ CONDITION DEPENDENT L2\t EXISTING 3-0 DOOR EL c 220LECOM --- 2 v I AT CONTRACTOR'S DISCRETION PROVIDE SI NAGE OR I REVERSE SWING TO -_ � 1 2 OPENOUTWARD ' ' " " 1 ' 35 -11" �` J oe, 2 1 EXISTING 2'-0" DOOR M RK WALL --------- — WAREHOUSE 0 STORAGE OVER 12FT. I REMOVED AND OPENING I 2 260 I -_SEALED AND FINISHED TO MATCH 2 5 I I I I 2 I I A-302 I I I EXISTING ELECTRICAL PANEL I I I --- --- ------- 2 I I I I I WORK ROOM NEW 2'-8" DOOR I I I I 270 I i UTILITY SINK � AIR COMPRESSOR RESTROOM WATER COOLER I 290 I I I I ELEC CAL METERS g,_511 MAIN ')WER FEED NEW DOOR MAINTAIN INTEGRITY OF EXISTING I AIR COMPRESSOR 2Q OCCUPANT SEPARATION WAOWNER CHANGES 11/28/06 I1 1 P EXISTING DOOR Q CITY COMMENTS 10/03/06 o I I MAINTAIN INTEGRITY OF EXISTING NO. REVISION/ISSUE DATE OCCUPANT SE ARATION WALL ------------ NEW WALL 0 I I EXISTING WALL I I I I I I I I I I I IPERMIT I I ------------ ------------I LEGEND SET I I NO WORK IN THIS AREA 17 I I I I ----------- ► I I I ATLANTIC WOOD WORKING 5259 SQUARE FEET I I I ------------ I � � I FLOOR PLAN I I I I I I I I I 00060617 JAB AS SHOWN 01/2006 PROJ. NO. DWN BY SCA DATE / 16'-1" A- 100 FLOOR PLAN- SCALE:1/8"=1 '-0" I I NEVV ARRIVALS WAREHOUSE TRAVEL DISTANCE = 35-2" TRAVEL DISTANCE = 37'-6" TRAVEL DISTANCE = 30'-5" EXEC. RESTROOM ,7o ADMIN. AREA leo 00 L1 INT COMMON AREA New Arrivals Warehouse 5-5-61 1880 Mealy Street ///T Atlantic Beach, FL 32233 PACKING I WORK AREA FABRLF1 0-01 ' " APPLICABLE 120 230 � TRAVEL DISTANCE - 64-7 C •.� _ _ �. _ — _ _ _ .J 180 AIR HANDLE 3 FLORIDA BUILDING CODE 2004 ARCHITECT 1 I TRA L DISTA . E = 36'-8" 281 LEVEL 2 ALTERATION PER 2004 FBC EXISTING BUILDING 304.1 BUSINESS OCCUPANCY - GROUP B 2004 FBC SECTION 304 Z 1 1 LIGHT MANUFACTURING - GROUP F-1 2004 FBC SECTION 306 VIA Concepts, LLC 1 1 WAREHOUSE - GROUP S-1 2004 FBC SECTION 311 506 Third Street South w LESS THAN 50 PERSONS Jacksonville Beach,A-303 1 _ — _ — — — — — z a , FL 32250 1 CONSTRUCTION TYPE III - SECTION 602 FL LLC NO. L02000002952 AIR HANDLER 3 171-0 s , I CTED 1 OCCUPANCY SEPERATION TABLE 302.3.2 NON-SEPARATED M.P. & FP INTERIOR FINISHES - TABLE 803.5 C. RESTROOM 1 AIRIHANDLER 1 C -� 110 1 1 210 OCCUPANT LOAD - TABLE 1004.1 Blue Heron Consulting, Inc. j JANITOR STORAGE 1 I BUILDING DATA: 118' x 124' 362 Osceola Avenue BUILDING AREA 13,753 GROSS SQUARE-FOOT (GSF) Jacksonville Beach, FL 32250 I 160 TRAVEL DISTANCE = 24'-8" EXEC. OFF RENOVATION AREA 8,932 GROSS SQUARE-FOOT (GSF) PE 36120 2 190 I 1 RENOVATION AREA 64% PERCENTAGE BREAK AREA PHOTO 240 I 20o OCCUPANT LOAD - TABLE 1004.1.2 ALLOWABLE ACTUAL I i BUSINESS AREAS 100 GROSS/1479 = 14.8 PERSONS 6 PERSONS ELECTRICAL I 1 David Hunter & Associates Inc. _________________i OCCUPANT LOAD - TABLE 1004.1.2 12291 Sumter Square Dr. W. i WAREHOUSE AREAS 500 GROSS/6068 = 12.1 PERSONS 2 PERSONS Jacksonville, Florida 32218 EB #00009882 TRAVEL DISTANCE = 70'-3" OCCUPANT LOAD — TABLE 1004.1.2 ELEC/TELECOM I----_-_----__--, LIGHT MANUFACTURING 200 GROSS/1325 = 6.6 PERSONS 4 PERSONS 220 1 ` TOTAL OCCUPANCY CALCULATED = 19 PERSONS 12 PERSONS 1 I 2 -----------i 1 WAREHOUSE i EGRESS: - TABLE 1005.1 200 FT. MAX. TRAVEL DISTANCE TO EXIT I 1 20 FT. MAX DEAD END CORRIDOR LENGTH I I I EGRESS WIDTH - 0.2" PER PERSON SERVED „ I TRAVEL DISTANCE = 102'-0" I 0.2 16 PERSONS = 3.2 3.2" CALCULATED REQUIRED CLEAR WIDTH 1 - - -- ---��--�- 2 32" MIN. CORRIDOR WIDTH" CLEAR OPENING OF EXIT DOOR —� FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NEPA 101 1 NUMBER OF EXITS: 3 REQUIRED /3 PROVIDED SECTION 605.4.1 FBC 2004 EXISTING BUILDING I I i WORK 70ROOM I I I I 1 I RESTROOM 1 1 290 1 ' I I --------- -- 1 O O 110 O I 1 ------------ I o I I I I I I I I I I I I ------------ ------------ I I I I I I I I I I I ATLANTIC WOOD WORKING 0 OWNER CHANGES 11/28/06 5259 SQUARE FEET CITY COMMENTS 10/03/06 - - - - NO. REVISION/ISSUE DATE I . . ------------ � . I I I EGRESS PATH IPERMIT ------------ SET I / \ LEGEN D FLOOR PLAN- SCALE:1/8"=1 '—0" LIFE SAFETY PLAN 00060617 JAB AS SHO 09/01/ PROD. NO. DWN BY SC E ATE A-101 I I 2 SIMPSON STRONG TIE HUS210 OR SIMILAR NEW ARRIVALS SIMPSON STRONG TIE LUS26 WAREHOUSE OR SIMILAR 2 2 PLATFORM CEILING 2 RELOCATED/REUSED FROM EXISTING CLIENT UNDERSIDE OF STRUCTURE UNDERSIDE OF EXISTING STRUCTURE2X10 WD1. LEDGER BEAM 2X4 TOP PLATE 8�i New Arrivals Warehouse CRIPPLE STUDS (2) 2x4 WD. HEADER PLATFORM CEILING y 2x4 WD. CRIPPLE TOP 1880 Meal Street EXISTING FETAL Z-FRAMING INSULATE ALL FULL EXISTING (2 PLATE SLOPED TO MATCH w CHANNELS RELOCATED/REUSED FROM Atlantic Beach, FL 32233 EXISTING STRUCTURE _ CHANNELS 2X10 BEAMS 2X10 BLOCKING co ) HT. PART. 2x4 WD. CRIPPLE STUD 20'-3" 00, CEILING AS SCHED. CEILING AS SCHED. 2 (2) 2X10 BEAMS ARCHITECT 2x4 WD. TOP PLATE 2X4 TOP PLATE VIA Concepts, LLC 1x4 WD. FURRING STRIP PROVIDE SIMPSON STRONG TIE LSTA 24 506 Third Street South STRAP TIE OR SIMILAR 20 GA. STRAP TIE Jacksonville Beach, FL 32250 HEAD INSTALLED PER MANUFACTURER'S RECOMMENDATION FL LLC N0. L02000002952 R-13 BATT INSULATION 1/2" GYP. BD. r PHOTO C0MM0N AREA TO TIE 2X10 JOISTS TO 2X10 BEAMS (SEE FIN. SCH. FOR PAINT) I_00200 150 1/2"GYPSUM BOARD, FACE OF EXISTING BOTH SIDES OF METAL SIDING PANEL FINISH BEAM WHERE EXPOSED STUDS,TAPE AND WAREHOUSE M.P. ac FP SPACKLE ALL JOINTS 1/2"GYPSUM BOARD WITH GYP. BOARD TAPE AND SPACKLE 26o TO MATCH WALLS Blue Heron Consulting, Inc. 1/2" GYP. BD. 20 STUDS ALL JOINTS AT 16" O.0 SEE FIN. SCH. FOR PAINT) 362 Osceola Avenue . ( WALL FINISH EXISTING METAL Z-FRAMING SUPPORT BEAMS AT Jacksonville Beach, FL 32250 2x4 WOOD STUD AS SCHEDULED CHANNELS 2x4 WOOD STUD END OF OPENING WITH A MIN. OF PE 36120 ® 16" O.C. 4 16" ONISH .C. WALL o PLAN AS SCHIEDULED (3) 2X4 STUDS I � 2X4 P.T. WOOD SILL PLATE FASTENEDINSULATIONTO MATCH EXISTING ELECTRICAL TO EXISTING FOUNDATION WITH EXISTING METAL Z-FRAMING 2-1/2" POWER DRIVEN NAIL 2x4 P.T.WOOD SILL PLATE FASTENED CHANNELS REMINGTON ACQSPW250 TO EXIsnNG FOUNDATION WITH 2-1/2" POWER ORNEN NAIL �/4 ICE AREA SECTION David Hunter & Associates, InC. OR SIMILAR (TYP.) 2-1/2" POWER ORNEN NAIL REMINGTON ACQSPW250 M 12291 Sumter Square Dr. W. REMINGTON ACOSPW250 OR SIMILAR (TYP.) R-13 B3ATT INSULATION 2 1 = 1 —0 R-13 BATT INSULATION OR SIMILAR (TYP.) Jacksonville, Florida 32218 2x4 P.T. WOOD WALL BASE WALL BASE 2X4 P.T. WOOD SILL PLATE FASTENEDTO EXISTING FOUNDATION E6 �t0000sBl3z SILL PLATE AS SCHEDULED AS SCHEDULED WITH 2-1/2" POWER DRIVEN NAILREMINGTON ACQSPW250 CONT. SEALANT AT FLOOR CONT. SEALANT AT FLOOR R I JILAR (TYP.) VINYL BASE AND SIDES OF WALL, AND SIDES OF WALL, BOTH SIDES OF WALL BOTH SIDES OF WALL VINYL BASE FLOORING FINISH FLOOR FINISH FLOOR FLOORING VARIES AS SCHEDULED AS SCHEDULED VARIES (SEE FIN. SCH.) TOP OF FLOOR SLAB _ TOP OF FLOOR SLAB (SEE FIIN. SCH.) •t '' !' .'•• •�. ! °. a ►• d 'p o s ' _!' '.• �,ti. •� .• �.;' a :'�• . •�1. � p • •. a'. • .•� ' :. d1* r: ,•'�•• . :• •�: •''�••'•• •• - ••' d. • BASE • e ► ' • ' '••�•• •r, :•• •••• •*• •• ••• ►� •• �• �' ° C e p s A► ► �l"J p WALL TYP E PARTITION WALL WALL TYPE WALL TYP E 1 1 99=1 9_097 2 1 7f=1 !_O!! 7f=1 f_Off 4 1 99=1 9_099 PROVIDE SIMPSON STRONG TIE LSTA 36 STRAP TIE OR SIMILAR 20 GA. STRAP TIE INSTALLED PER MANUFACTURER'S RECOMMENDATION TO TIE 2X10 JOISTS TO 2X4 TOP PLATES PROVIDE SIMPSON STRONG TIE LSTA 48 STRAP TIE OR SIMILAR 20 GA. STRAP TIE ` (2) 2X10 BLOCKING - INSTALLED PER MANUFACTURER'S RECOMMENDATION 2X10 BLOCKINGS W/(2) 2X10 BEAMS BELOW 5 TO TIE 2X10 JOISTS TO 2X10 BEAMS 16" O.C. LUMBER REUSED FROM EXISTING CEILING PLATFORM WHERE POSSIBLE AT (2) 2X10 BEAMS CONTRACTORS DISCRETION SUPPORTED BY (3) 2X4 STUDS BELOW PROVIDE BLOCKING BETWEEN TOP PLATE OF STUD WALL AND DOUBLE 2X10 BEAMS 2X10 LEDGER BEAM 1 TYPICAL FOR ALL STUD WALLS THAT PASS BENEATH PLATFORM CEILING JOIST RELOCATED/REUSED PLATFORM CEILING JOIST RELOCATED/REUSED DOUBLE 2X10 BEAMS RELOCATED)/REUSED FROM FROM EXISTING RELOCATED/REUSED FROM FROM EXISTING EXISTING EXISTING TWO 2X1O'S (2) 2x4 WID. HEADER (2) CONTINUOUS A OWNER CHANGES 11/28/06 2x10 WD. BEAMS 1� CITY COMMENTS 10/03/06 METAL JOIST HANGER (TYP.) \ \\ \\ \\ 2x4 WOOD STUD 2 2x4 wooD cRoss NO. REVISION/ISSUE DATE NAILED STUDS PROVIDE A MINIMUM OF @ 16 O.C,. AT MEZZANINE CORNER), (3) 2X4 STUDS BENEATH TOP PLATE OF STUD WALL AT INTERSECTION WITH 2X10 BEAMS \ \\ \ \\ \\ \\ 2 TYPICAL FOR ALL STUD WALLS \ \\ \\ \\ \\ 2x10 WD. BLOCKING 2x10 WD. BLOCKING THAT PASS BENEATHIle DOUBLE 2X10 BEAMS SIMPSON STRONG TIE SIMPSON STRONG TIE LSTA36 STRAPPING (TYP.) LSTA24 STRAPPING (TYP.) PERMIT METAL JOIST HANGER (TYP.) \\ \\ \\ \ \ \\ \\ \\ \\ \\ \\\ \ \\ \\ \\ \\ \ Ar (2) CONTINUOUS SET 2x10 WD. BEAMS (2) 2X4 TOP PLATE (4) 2x4 WOOD CROSS NAILED STUDS AT END REUSE SHEATHING FROM OF (2) 2X10 BEAMS 2X10 LEDGER BEAM EXISTING CEILING PLATFORM WHERE POSSIBLE AT CONTRACTORS DISCRETION SUPPLEMENT TO MATCH 35'-10" TOP PLATE /LEDGER 6 CEILING PLATFORM FRAMING PLAN 1/4 o BOARD STRAPPING DETAIL- STRAPPING DETAIL N.T.S. N.T.S. DETAILS 00060617 JAB AS SHOWN 09/01/200 2 PROJ. NO. DWN BY SCA D E A- 302 ,z i SIMPSON STRONG TIE HUS210 (TYP.) EXISTING STRUCTURE 2X4 LUMBER PLATFORM CEILING 2X4 LUMBER CRIPPLE SILL RELOCATE D/REUSIED FROM TOP PLATE EXISTING PLATFORM CEILING NEW ARRIVALS FASTEN TO UNDERSIDE OF 2X4 LUMBER SIMPSON STRONG TIE HUS210 RELOCATED/REUSED FROM EXISTING STRUCTURE CRIPPLE STUDS 2x10 WD. JOIST EXISTING WAREHOUSE WITH 2-1/2" POWER DRIVEN NAIL REMINGTON ACQSPW250 (2) 2x10 WD. BEAMS 2x 10 WD. JOIST OR SIMILAR (TYP.) PLATFORM CEILING RELOCATED/REUSED FROM EXISTING 200 WD. LEDGER BEAM CLIENT 2X4 WOOD STUDS (2) 2x4 WD. HEADER New Arrivals Warehouse 1880 Mealy Street CD INSULATE ALL FULL Atlantic Beach, FL 32233 PROVIDE DOUBLE 2X4 TOP PLATE HT. PART. _ WHERE TOP PLATE (PASSES PROVIDE DOUBLE 2X4 TOP PLATE UNDERNEATH 2X10 (BEAMS WHERE TOP PLATE PASSES SUPPORT INTERSECTION WITH A UNDERNEATH 2X10 BEAMS ARCHITECT MINIMUM OF (3) 2X,4 STUDS SUPPORT INTERSECTION WITH A TYPICAL FOR ALL AREAS MINIMUM OF (3) 2X4 STUDS UNDERNEATH CEILING PLATFORM TYPICAL FOR ALL AREAS VIA Concepts, LLC 16" O.C. 2x4 WD. TOP PLATE UNDERNEATH CEILING PLATFORM 506 Third Street South Jacksonville Beach, FL 32250 1/2" GYP. BD. 1/2" GYP. BD. 1/2" GYP. BD. FL LLC N0. L02000002952 (SEE FIN. SCH. FOR PAINT) (SEE FIN. SCH. FOR PAINT) (SEE FIN. SCH. FOR PAINT) M.P. do FP Blue Heron Consulting, Inc. " 2x4 WOOD STUD 2x4 WOOD STUD 2x4 WOOD STUD 362 Osceola Avenue 16" O.C. @ 16" O.C. ® 16" O.C. Jacksonville Beach, FL 32250 14 -82 PE 36120 2X4 P.T. SILL PLATE ELECTRICAL EL2 EVATI 0N DETAI 2X4 P.T. WOOD SILL PLATE FASTENED R-13 BATT INSULATION 2X4 P.T. WOOD SILL PLATE FASTENED David Hunter & Associates, Inc. TO EXISTING FOUNDATION WITH TO EXISTING FOUNDATION WITH12291 Sumter S ware2-1/2" POWER DRIVEN NAIL 2-1/2" POWER DRIVEN NAIL q Dr. W. 1/ =1 -� REMINGTON ACQSPVAV250 2X4 P.T. WOOD SILL PLATE FASTENEDTO EXISTING FOUNDATION REMINGTON ACQSPW250 Jacksonville, Florida 32218 OR SIMILAR (TYP.) 4'-0" O.C. WITH 2-1/2" POWER DRIVEN NAIL REMINGTON ACQSPW250 OR SIMILAR (TYP.) 4'-0" O.C. EB #00009BB2 VINYL BASE OR SIMILAR (TYP.) 4'-0" O.C. VINYL BASE VINYL BASE IT— FLOORING FLOORING FLOORING VARIES VARIES VARIES (F wow (SEE FIN. SCH.) (SEE FIN. SCH.) (SEE FIN. SCH.) WALL TYPE WALL TYP E WALL TYPE go 2 1 1 ,_�„ 1 „_1 9_099 4 1X4 WD. FURRING XISTING STRUCTURE EXISTING STRUCTURE FASTEN TO UNDERSIDE OF FASTEN TO UNDERSIDE OF 2X4 TOP PLATE FASTENED EXISTING STRUCTURE EXISTING STRUCTURE TO EXISTING STRUCTURE WITH WITH 2-1/2" POWER DRIVEN NAIL WITH 2-1/2" POWER DRIVEN NAIL 2-1/2" POWER DRIVEN NAIL REMINGTON ACQSPW250 REMINGTON ACQSPW250 REMINGTON ACQSPW250 OR SIMILAR (TYP.) OR SIMILAR (TYP.) OR SIMILAR (TYP.) 24" O.C. EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE 2x4 WD. TOP PLATE 2x4 WD. CRIPPLE STUD 2x4 WD. TOP PLATE 2X4 LUMBERFURRING 1,-8„ 1X4 LUMBER FURRING 2X4 LUMBER FURRING 1 -5 , '4'-0 O.C. 24 O.C.---' 24 O.C. FASTEN TOP PLATE FASTEN TOP PLATE R-13 BATT INSULATION TO FURRING WITH 10D NAIL TO FURRING WITH 10D NAIL 1/2" GYP. BD. 10 NEW SHEET 11/28/06 (SEE FIN. SCH. FOR PAINT) \-2X4 WOOD TOP PLATE 2X4 WOOD TOP PLATE FASTEN TO EXISTING STRUCTURE NO. REVISION/ISSUE DATE WITH 2-1/2" POWER DRIVEN NAIL 1/2" GYP. BD. 2X4 WOOD STUDS REMINGTON ACQSPW250 2X4 WOOD STUDS (SEE FIN. SCH. FOR PAINT) "� 16" O.C. 2x4 WOOD STUD 16 O.C. OR SIMILAR (TYP.) @ 16" O.C. 2x4 WOOD STUD ® 16" O.C. 1/2" GYP. BOARD (SEE FIN. SCH. FOR PAINT) 2X4 P.T. WOOD SILL PLATE FASTENED EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE TO EXISTING FOUNDATION WITH 1/2" GYP. BOARD 1/2" GYP. BOARD 2-1/2" POWER DRIVEN NAIL PERMIT (SEE FIN. SCH. FOR PAINT) (SEE FIN. SCH. FOR PAINT) REMINGTON ACQSPW250 EXISTING METAL EXISTING METAL EXISTING METAL OR SIMILAR (TYP.) 4'-0" O.C. SHEATHING SHEATHING FASTEN TO EXISTING STRUCTURE SHEATHING R-13 BATT INSULATION SET 2X4 P.T. WOOD SILL PLATE FASTS 2" POWER DRIVEN NAIL TO EXISTING FOUNDATION WITH WITH 2-1/2N P.T. WOOD 2-1/2" POWER DRIVEN NAIL CE REMINGTON ACQSPW250 SILL PLATE REMINGTON ACQSPW250 R13 BATT INSULATION 2X4 P.T. WOOD SILL PLATE FASTENED R13 BATT INSULATION OR SIMILAR (TYP.) R13 BATT INSULATION 2X4 P.T. WOOD SILL PLATE FASTENED VINYL BASE OR SIMILAR (TYP.) 4'-0" O.C. TO EXISTING FOUNDATION WITH PROVIDE 2X4 BLOCKING WHERE NECESSARY TO EXISTING FOUNDATION WITH VINYL BASE 2-1/2" POWER DRIVEN NAIL TO ACCOMADATE ELECTRICAL 2-1/2" POWER DRIVEN NAIL REMINGTON ACQSPW250RECEPTICLES AND SWITCHES REMINGTON ACQSPW250 SC m S FLOORING OR SIMILAR (TYP.) 4'-0" O.C. OR SIMILAR (TYP.) 4'-0" O.C. VARIES (SEE FIN. SCH.) �. • '� •w •' • � •. � � FLOORING .'t'••;�• . y,; •; '_� VARIES VINYL BASE �q• VINYL BASE VINYL BASE (SEE FIN. SCH.) EXISTING CONCRETE FOUNDATION EXISTING CONCRETE FOUNDATION EXISTING CONCRETE FOUNDATION DETAILS WALL TYP E WALL SECTION WALL SECTION WALL SECTION WALL TYPE 139=19-099 1/2„=1 '-0" 7 1/2„=1 '-0" 8 1/2"=1 '-0" 9 139=19-099 00060617 JAB AS SHOWN 09/01/2006 PROJ. NO. DWN BY SCALE DA A- 303 NEW SHEET o�O I i DOOR ROOM FINISH SCHEDULE DOOR AND FRAME SCHEDULE WALL CEILING FRAME ARDWARE NEW ARRIVALS S SIZE ROOM NO ROOM NAME FLOOR NOTES NOTES N S E W MATL HEIGHT MARK MATL KEYSIDE WAREHOUSE 100 PACKING EXIST P P P P EXIST 8'-6" -- WD HGT THK MATL 105 AIR HANDLER 3 EXIST P P P P EXIST 9 1-0" -- 110 H.C. RESTROOM 1 EXIST P P P P EXIST 8'-6" -- 1 3'-0" 7'-0" 2" RM NO -- -- -- Existing 120 WORK AREA BARE P P P P EXIST 8'-6" -- 2 3'-0" 7'-0" 2" -- -- -- Existing exterior 140 CONFERENCE CARPET P P P P EXIST 8'-6" -- 3 10'-0" 10'-0" 1 3/4 -- -- -- Existing 3 ss > rCLIENT 150 COMMON AREA CARPET P P P P ACOUSTIC 8'-6" -- 4 10 —0 10 -0)) 1 3/4 -- -- -- Existing 160 JANITOR STORAGE EXIST P P P P EXIST 9'-0" -- 5 3'-0"" 7'-0" 2" -- -- -- ExistingNew Arrivals Warehouse -- -- -- 170 EXEC. RESTROOM TILE P P P P GYP. 8'-6 6 14'-0 14'-0" 1 3/4" Existing" -- 7 2'-6" 7'-0" 1 3/411 MET MET -- Insulated exterior 1880 Mealy Street 180 H.C. RESTROOM 2 EXIST P P P P GYP. 8'-6" -- g 6'-0" 7'-0" 1 3/471 MET MET -- Double swing, insulated Atlantic Beach, FL 32233 190 EXEC. OFFICE CARPET P P P P ACOUSTIC 9'-0" -- 200 PHOTO CARPET P P P P ACOUSTIC 8'-6" -- 9 2'-6" 7'-0" 1 3/4 MET MET -- Exterior 210 AIR HANDLER 1 EXIST P P P P EXIST 9'-0" -- 10 3'-0" 7'-0" 1 3/4 MET MET -- Door closer ARCHITECT 220 ELEC TELECOM EXIST P P P P EXIST 9'-0" -- 11 3'-0" 7'-0" 1 3/4 MET MET -- Door closer, insulated 230 FABRIC BARE P P P P EXIST 8'-6" -- 12 3'-0" 7'-0" 2" -- -- -- Existingexterior VIA Concepts, LLC 240 BREAK AREA CARPET P P P P ACOUSTIC 8'-6" -- 13 3'-0 11" 7'-0" 2 -- -- -- Existingexterior 506 Third Street South 260 WAREHOUSE EXIST P P P P EXIST 16'-0" -- 14 3'-0' 7'-0" 1 3/4" MET MET 150 Door closer, insulated Jacksonville Beach, FL 32250 FL LLC N0. L02000002952 270 WORK ROOM EXIST P P P P EXIST 9'-0" -- 15 3'-0" 7'-0" 2" -- -- -- Existingexterior 280 ADMIN. AREA EXIST P P P P EXIST 8'-6" -- 16 3'-0" 7'-0" 1 3/4 WD WD -- Interior 281 AIR HANDLER 3 EXIST P P P P EXIST 9'-0" -- 18 3'-0" 7'-0" 1 3/4" MET MET 250 Door closer, insulated M.P. & FP 290 RESTROOM EXIST P P P P EXIST 9'-0" -- 9 1 -- Interior Blue Heron Consulting, Inc.20 3'-0" —7'-0' 1 3 4' WD WD -- Interior 9' 21 2'-8" 7'-0" 1 3/4" WD WD -- Interior /2\ 362 Osceola Avenue Jacksonville Beach, FL 32250 22 3'-0" 7'-0" 1 3/411 WD WD -- Door closer, interior PE 3ach 23 2'-6" 7'-0" 1 3/4" WD WD -- Interior 6120 24 -2'-6" 7'-0" 1 3/4" WD WD -- Interior ELECTRICAL 26 14'-0" 14'-0" 1 3/4 -- -- -- ExistingDavid Hunter & Associates, Inc. 27 6'-0" 7'-0" 2" -- -- -- Existing12291 Sumter Square Dr. W. 28 2'-6" 7'— 1 3 WD W -- Interior Jacksonville, Florida 32218 29 3'-0" 7'-0" 1 3 4' W WD -- Interior EB #00009882 2 EXEC. RESTROOM 170 ADMIN. AREA 280 O0 \� 12 13 1'— cv ` I COMMON AREA 150 5 PACKING WORK AREA FABRIC 14 100 120 23o H.0 RE TRO M 1 eo IR HANDL R 3 10U Z W / 01 O O8 2'—�4 U ( ( AIR HANDLER 3 22 105 07 21 A r24)I I Pte.} 0 I 11 I-----------------i .I RESTROOM 1 N AI HALER 1 21 I I 1 I I I J NITOR STORAGE I Iso I I I I IE XEC. 0 ICE 2 2 I O06 i 2'— 4 REA AREA P OTO I I I I I I I I P71st I I I -----------------I I I I w 28 FF1Q OWNER CHANGES 11/28/06 ,�,�'10-„ � 2 1 CITY COMMENTS 10/03/06 4 - � 2 EL C TELE C I------ ------ NO. REVISION/ISSUE DATE zzo I 2 2 05 I I I I I i I ---- -------- WAREHOUSE F2670 I I PERMIT I I 26 I I I 04 I 2 SET I I I I 27 I ------------ 25 I WORK ROOM I I I I I I 20 I I I 03 i RESTROOM d . O I 290 I I I I I I I I 02 I I I I REELECTED /_j CEILING PLAN fo AND SCHEDULES ------------ I 00060617JAB AS SHOWN 09 1/20 PROJ. N0. DWN BY SCALE D E R EELECTED CEILING PLAN— A- 500 SCALE:1 8"=1 '-0" I ABBREVIATIONS CONTENTS ACCESSIBLE REFERENCES AND EA. EACH JAN. JANITOR R. or r. RADIUS NOTE: AT E.W. EACH WAY JT. JOINT REINF, REINFORCEMENT A- 000 C0NTENTS, GENERAL NOTES, SYMB0LS AND ABBREVIATIONS THIS FACILILTY IS TO BE 100% HANDICAP COMPLIANCE < CENTERLINE E. EAST REQD. REQUIRED AS PER GOVERNING AUTHORITIES. NEW ARRIVA S 0 DIAMETER OR ROUND ELEC. ELECTRICAL R.Q. ROOF DRAIN D- 100 DEMOLITION FLOOR PLAN POUND OR NUMBER E.W.C. ELECTRICAL WATER COOLER K.P. KICK PLATE RM, ROOM EL. ELEVATION KIT. KITCHEN R.0. ROUGH OPENING36" ELEV. ELEVATOR K.D. KNOCKED DOWN R. RISER A- 100 FLOOR PLAN 915 A.F.F. ABOVE FINISHED FLOOR WAREHOUSE EMER.. EMERGENCY 1 1 MIN, A.C.T. ACOUSTIC CEILING TILE EQ. EQUAL A- 101 LIFE SAFETY PLAN 455 455 ADJST. ADJUSTABLE EQUIP. EQUIPMENT LIN. LINOLEUM SECT. SECTION ADJ. ADJACENT E.F. EXHAUST FAN LAV. LAVATORY SH T. SHEET AGGR. AGGREGATE EXIST. EXISTING LT. LIGHT SHWR. SHOWER A- 3 0 2 DETAILS U R HANDLER UNIT EXP. JT. or E.J. EXPANSION JOINT LG. LONG Sim. SIMILAR ALTERNATE ALT. A S. — REFLECTED C E 1 L I N G PLAN AND SCHEDULES � EXP. EXPOSED SSOUTH A 5 0 0 AL OR ALUM. ALUMINUM CLEAR I g o EXT. EXTERIOR _ � CLIENT L ANGLE S.C. SOLID CORE FLOOR Ia AMH MANHOLE SPEC. SPECIFICATIONS SPACE A. AREA DRAIN I co A.P. ACCESS PANEL MFR. MANUFACTURER SQ. SQUARE (0 New Arrivals Warehouse FT. or FEET M.O. MASONRY OPENING SQ. FT. or[$] SQUARE FEET M- 01 H VAC SCHEDULES & DETAILS ____J 1880 Mealy Street F.A. FIRE ALARM MAX MAXIMUM S.S. STAINLESS STEEL MECH. MECHANICAL STL. STEEL Atlantic Beach, FL 32233 BM. BEAM F.E.C. FIRE EXTINGUISHER CABINET M - 01 1 HVAC SPECIFICATIONS BITUM. BITUMINOUS F.E. FIRE EXTINGUISHER MET. or MTL. METAL STOR. STORAGE 48" MIN. BLKG. BLOCKING FIN. FINISH MIN. MINIMUM STRUCT. STRUCTURAL 411220 BD. BOARD F.H.C. FIRE HOSE CABINET MIR. MIRROR SUSP. SUSPENDED M- 02 HVAC PLAN & LEGEND ARCHITECT BOT. BOTTOM FIXT. FIXTURE MISC. MISCELLANEOUS SYM. SYMMETRICAL CLEAR FLOOR SPACE BLDG. BUILDING FLASH. FLASHING MTD. MOUNTED S/TR SINGLE LEAF DOOR W/ TRANSOM P- 01 PLUMBING FLOOR PLAN, DESIGN BASIS, LEGEND 8c NOTES AT WATER CLOSETS FL. FLOOR (NOT IN STALL) VIA Concepts, LLC CAB. CABINET F.FLUOR. FLUORESCENT N. NORTH TEL. TELEPHONE FLOOR DRAIN P- 02 PLUMBING SPECIFICATIONS 506 Third Street South CPT. CARPET FTGFDN. FOUNDATION. FOOTING N.I.C. NOT IN CONTRACT TEMP. TEMPERED N0. or # NUMBER THR. THRESHOLD Jacksonville Beach, FL 32250 C.B. CATCH BASIN FL LLC N0. L02000002952 CEIL. OR CLG. CEILING FR. FRAME N.T.S. NOT TO SCALE T.O.S. TOP OF STEEL 36" MIN. CTR. CENTER 915 C.T. CERAMIC TILE FURR. FURRING T. TREAD E— 1 ELECTRICAL LEGEND 8c N 0 TE S CL. CLEAR TYP. TYPICAL 12" MIN. 12" MIN. M.P. & FP clos. CLOSET OFF. OFFICE E— 2 POWER RISER 8c SCHEDULES 305 305 COL. COLUMN O.C. ON CENTER d _ �, Blue Heron Consulting, Inc. GA. GAUGE OPG. OPENING U.O.N. UNLESS OTHERWISE NOTED CONC. CONCRETE GALV. GALVANIZED OPP. OPPOSITE U. URINAL E- 3 ELECTRICAL SPECIFICATIONS a 362 Osceola Avenue CONC. BLK. CONCRETE BLOCK GL, GLASS Jacksonville Beach, FL 32250 C.M.U. OR CMU CONCRETE MASONRY UNIT O.D. OUTSIDE DIAMETER � � CONST. JT. CONSTRUCTION JOINT GYPGR BUBAR 0.A. OVERALL E- 4 LIGHTING PLAN °° PE 36120 . C.J. CONTROL JOINT O.S. OVERFLOW SCUPPER V. VENT CORR. CORRIDOR G.W.B. or GYP. BD. GYPSUM BOARD 0 HD. DR. OVERHEAD DOOR VERT. VERTICAL C.S. COUNTER SINK VEST. VESTIBULE E- 5 P 0 WE R 8c SYSTEMS PLAN (a) ELECTRICAL V.C.T. VINYL COMPOSITION TILE DET. DETAIL H. or HDW. HARDWARE PR. PAIR V.W.C. VINYL WALL COVERING BACKWALL David Hunter & Associates, Inc. P. LAM. PLASTIC LAMINATE GRAB BARS AT DIA. or Z DIAMETER HT. HEIGHT > or P. PLATE DIM. DIMENSION H.C. HOLLOW CORE PLYWD. PLYWOOD WATER CLOSETS 12291 Sumter Square Dr. W. DIST. DISTANCE H.M. or H.MET. HOLLOW METAL P. PAINT W.C. WATER CLOSET 9Jacksonville, Florida 32218 DR. DOOR HORIZ. HORIZONTAL PO.T PORCELIN TILE w/H WATER HEATER EB #00009882 GENERAL N 0 DBL. DOUBLE H.B. HOSE BIBS WP. WATERPROOF TE S DN. DOWN P.H. PANIC HARDWARE W.R. WATER RESISTANT D.S. DOWNSPOUT PNL. PANEL W WEST A. THE CONTRACTOR SHALL FBE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING 54" MIN D. DRAIN WDW. WINDOW 1370 1 CONDITIONS AND DIMENSIONS. IF ANY CONFLICTS BETWEEN ACTUAL CONDITIONS AND " MIN. DWG. DRAWING 1.D. INSIDE DIAMETER (DIM) W/ WITH THE DRAWINGS ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY 42" MIN." L 01, 305 D.F. DRINKING FOUNTAIN INSUL. INSULATION QTY. QUANTITY W/O WITHOUT BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR OR HIS/HER SUBS 1065 D/TR DOUBLE LEAF DOOR W/ TRANSOM INT. INTERIOR 0.T. QUARRY TILE WD. WOOD SHALL PROTECT ALL EXISTING ELEMENTS FROM DAMAGE DUE TO ALTERATION AND CONSTRUCTION OPERATIONS AND REPAIR OR REPLACE ELEMENTS DAMAGED BEFORE 0 - COMPLETION OF CONSTRUCTION. o cc 17-19" B. PATCH ALL FINISHES WHERE DISTURBED BY THE WORK AND WHERE UNFINISHED a' 430-91 MATERIALLEGEND- SURFACES HAVE BEEN EXPOSED BY DEMOLITION. (b) C. ANY RELOCATION OF CEILING MOUNTED DIFFUSERS, GRILLES, SPRINKLER HEADS, FIXTURES, ETC. MUST BE WERIFIED WITH THE DESIGN PROFESSIONAL PRIOR TO INSTALLATION. SIDEWALL C.M.U. CONCRETE WOOD BLOCKING PLYWOOD GRAB BARS ATWATER CLOSETS D. ALL CONTRACTORS (GENERAL OR SUB) WILL COORDINATE THEIR WORK PRIOR TO INSTALLATION OF ANY ITEMIS ABOVE THE DESIGNATED CEILING PLANES AND PARTITION. a ANY MODIFICATION TO THE PARTITIONS, CEILINGS (GYP. BD. DROPS, MILLWORK, ETC.) a DUE TO LACK OF COORDINATION WILL BE THAT CONTRACTOR'S RESPONSIBILITY, >< I 1 4- __41 -0 E. EXTEND SCHEDULED FLOOR FINISH AND BASE INTO OPEN SPACES UNDER COUNTERS. o _ a F. PATCH FLOOR FILL WHERE PARTITIONS HAVE BEEN REMOVED AND WHERE FLOOR FILL o Z BATT INSULATION EARTH RIGID INSULATION FINISH WOOD OR FINISHES HAVE BEEN REMOVED. FINISH TO AN ACCEPTABLE LEVEL FOR NEW FINISH ¢ ` Q No MATERIAL STANDARD. CLEAR �r b T SPAFLODELr) ¢ APPLICABLE CODES . L- G. PATCH FLOORS, BASES AND WALLS TO PROVIDE A SOUND EVEN SUBSTRATE FOR MANUFACTURER'S RECOMMENDED APPLICATION OF SCHEDULED FINISHES. FLORIDA BUILDING CODE 2004 IIII30 MIN. LEVEL 2 ALTERATION PER 2004 FBC Eiffffil� 4.1 H. WHERE NOT INDICATED, PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILING RECEIVING 760 BUSINESS OCCUPANCY - GROUP BON 304 CASEWORK, SIGNAGE, COAT HOOKS, STORAGE RACKS, MARKER BOARDS, AND OTHER LIGHT MANUFACTURING - GROUP F-1ON 306 MOUNTED ITEMS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. CLEAR FLOOR SPACE WAREHOUSE - GROUP S-1ON 311 LESS THAN 50 PERSONS LAVATORY DRAFTING S CONSTRUCTION TYPE III - SECTION 602 I. EQUIPMENT OR FURNITURE `.SHOWN IS OWNER FURNISHED AND OWNER INSTALLED. .5 o . UNPROTECTED OCCUPANCY SEPERATION TABLE 302.3.2 J. THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT NON-SEPARATED OF THE ARCHITECT. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING INTERIOR FINISHES - TABLE 803.5 'I CONDITIONS AND ADVISE THE ARCHITECT IN WRITING OF ANY SITUATION THAT WOULD NOT ALLOW C HIM/HER TO PROCEED ON THE BASIS OF THESE DOCUMENTS. OCCUPANT LOAD - TABLE 1004.1 INTERIOR ELEVATION DETAIL 7 BUILDING DATA: 118' x 124' CITY COMMENTS 10/03/06 K, FIRE RATING OF WALLS SHAILL APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR REVIEWED 1 DETAIL IDENTIFICATION BUILDING AREA 13,753 GROSS SQUARE-FOOT (GSF) o Z ELEVATION IDENTIFICATION z RENOVATION AREA 8,932 GROSS SQUARE-FOOT (GSF) SPACE FOR THE FULL LENGTH AND HEIGHT OF AREAS BEING SEPARATED, EXTENDING TO THE Jacksonville Fire f'Ievention Div. I o U) �`f' UNDERSIDE OF THE ROOF DECK. I r- N0. REVISION/ISSUE DATE RENOVATION AREA 64% PERCENTAGE OCT ���� N A-002 rn DRAWING SHEET CN N TOE DRAWING SHEET ON WHICH ELEVATION .-- _ ,_ _ _ _ ^ OCCUPANT LOAD - TABLE 1004.1.2 L. ALL JOINTS OF ANY ELEMENT OF CONSTRUCTION WHICH ARE REQUIRED TO HAVE A FIRE RESISTANCE CLEARANCE CITY OF ATLANTIC BEACH IS DETAILED BUSINESS AREAS 100 GROSS/1479 = 14.8 RATING SHALL BE INSTALLED PER MANUFACTURER'S PUBLISHED TESTED ASSEMBLIES, SHALL BE . �-� EaxE �T+���� KNEE11-; X BUILDING OFFICE TOTAL OCCUPANCY CALCULATED = 19 PERSONS TIGHT AND SHALL PREVENT THE PASSAGE OF SMOKE AND FLAME. -� XCEPTIONB ni No CLEARANCE DENOTED AREA BEING SHEET#`" c�� A ( Q j 8" MIN. OCT 10 2006 DETAILED OCCUPANT LOAD - TABLE 1004.1.2 205 17" MIN. WAREHOUSE AREAS 500 GROSS/6068 = 12.1 M. ANY UTILITY SHUT-OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK SUCHT±/44,30 . AS ELECTRICAL, WATER, ETC. MUST BE SCHEDULED WITH THE OWNER 48 HOURS PRIOR TO COMMENCING , _. TOTAL OCCUPANCY CALCULATED = 19 PERSONS THERK Wo LAVATORY OCCUPANT LOAD - TABLE 1004.1.2 CLEARANCES LIGHT MANUFACTURING 20D GROSS/1325 = 6.6 N. ALL DIMENSIONS SHALL BE FIELD VERIFIED BEFORE PROCEEDING WITH THE WORK. NOTIFY FILIN -UPY THE ARCHITECT IN WRITING (OF ANY DISCREPANCIES. SET BUILDING SECTION DETAIL TOTAL OCCUPANCY CALCULATED = 19 PERSONS APPROVED 12" CITY OF ATLANTIC BEACH Jn(1Sr TAI R SECTION IDENTIFICATION EGRESS: - TABLE 1005.1 0. VERIFY WITH OWNER FOR EQUIPMENT'S ELECTRICAL CHARACTERISTICS. 18 BUILDING OFFICE /2� 14 DETAIL OR SECTION IDENTIFICATION DETAIL 0 (�/ 200 FT. MAX. TRAVEL DISTANCE TO EXIT 1366-f-0 20 FT. MAX DEAD END CORRIDOR LENGTH P. ALL FINISHED WOOD TRIM SHALL BE STRAIGHT, KNOT FREE, 1 NOMINAL. PRIME AND APPLY 375 S OCT 0 2006 EGRESS WIDTH - 0.2" PER PERSON SERVED 2 COATS FINISH ENAMEL. WHITE H.C. SIGN ON BLUE DRAWING SHEET ON WHICH SECTION DRAWING SHEET ON WHICH SECTION 0.2" � 16 PERS 0 N S = 3.2" � PARKING BY DISABLE) BACKGROUND RVO IS DETAILED IS DETAILED 3.2" CALCULATED REQUIRED CLEAR WIDTH Q. LIGHT FIXTURE STYLE, COUNTER TOPS, MOULDING PROFILE AND PAINT COLORS, TOW PM4AWAY LACK LETTERS 1" HIGH ON - L AND FINE LP TO$3 0 T- Li 36" MIN. CORRIDOR WIDTH" NEED TO BE APPROVED BY OWNER AND/OR ARCHITECT PRIOR TO INSTALLATION. WHITE BACKGROUND �t o-� L.L 00 C14 32" MIN. CLEAR OPENING OF EXIT DOOR C) z NOTES: FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NEPA 10 R. ALL ENCLOSED INTERIOR CEILINGS AND WALLS IN WORK AREA SHALL BE PRIMED AND PAINTED. o L I 1. ALL LETTERS TO BE 1" SERIES "C". NUMBER OF EXITS: 3 REQUIRED /3 PROVIDED SECTION 605.4.1 _ I— w CONTENTS, GENERAL NOTES C) > 2. TOP SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITH S. CONTRACTOR SHALL PROVIDE FOR REMOVAL OF CONSTRUCTION DEBRIS AND FOR GENERAL SITE WHITE REFLECTORIZED H.C. SIGN. SYMBOLS AND CLEANUP FOLLOWING COMPLETION OF WORK. 3BOTTOM SIGNS SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WATER FOUNTAIN ABBREVIATIONS ELEVATION R0OM IDENTIFICATION PROJECT EXTERIOR WORK PERTAINS ONLY TO THE FOLLOWING: .WITH BLACK OPAQUE LETTERS AND BORDER. CLEARANCES ELEVATION IDENTIFICATION WOMEN ROOM NAME VERIFICATION OF ROOF INTEGRITY AND WEATHER TIGHTNESS AND NECESSARY REPAIRS T. CONSTRUCTION SHALL COMPLY WITH FBC CH 3401, FFPC 2005, NEC, NPC, ATLANTIC BEACH CODE OF 4. SIGN SHALL BE LOCATED IN A MANNER THAT THE LOWEST SIGN DOES 00060617 JAB AS WN �0 �06 ROOM NUMBER SIDING, PATCHING AND PANTING ORDINANCES CH. 6 AND CH. 12 AND ANY OTHER APPLICABLE CODES AND GUIDELINES. NOT PROTRUDE INTO THE REQUIRED HEADROOM CLEARANCE ALONG THE REMOVAL OF OVERHEAD DOOR SEALING, INSULATION AND FINISHING TO MATCH EXISTING EXTERIOR FINISH U. CONTRACTOR SHALL INSULATE ALL EXPOSE WATER PIPE ACCESIBLE ROUTE SERVING THE PARKING AREAS PRO). N0. DWN BY S ALE Q ZE DRAWING SHEET ON WHICH SECTION 1 IS DETAILED OR IDENTIFICATION PROJECT INTERIOR WORK PERTAINS ONLY TO THE FOLLOWING: � HANDICAPPED PARKING DOOR ,� � SIGNAGE PLAN IDENTIFICATION ONLY CREATION OF ADMINISTRATION SPACES , — NON-STRUCTURAL RENOVATION AND PAINTING (NEW FINISHES) A 00 � DEMOLITION OF EXISTING PARTTIONSits *4+4^140 4wer C DOOR IDENTIFICATION q B IPMSED CREATION OF 3-HR OCCUPANCY SEPARATION WALL \� i I NEW ARRIVALS OVERHEAD DOOR TO BE REMOVED OPENING TO BE SEALED, INSULATED WAREHOUSE WITH MATCHING WALL SYSTEM AND FINISHED TO MATCH EXISTING EXTERIOR FINISH I I I SANITARY CLEAN OUT SANITARY CLEAN OJ CLIENT �00 @00\ I New Arrivals Warehouse II I I II I I II II II II I I I ' ' II II II 1880 Mealy Street II I I I III II II Atlantic Beach, FL 32233 I I I ' II WALL TO REMAIN AND BE II II II I I II L----------J II II II INCORPORATED INTO NEW WALL II II CONDITION DEPENDENT ii ii ii i i I AT CONTRACTOR'S DISCRETION ARCHITECT ----------=1 I I I j IL.____JL, VIA Concepts, L ---------- p LC r----- ' 506 Third Street South EXISTING II II I II _______ Jacksonville Beach, FL 32250 I II I I II VENTALATION FAN FL II ------------ -__-- EXISTING VENTALATION FAN II �� Ir A FL LLC N0. L02000002952 0 1 IL----------- _ -- -- I IiL---- _ J `�__JL_ EXISTING M.P. FP � II 12X12 LOUVER �� -JAI I � Blue Heron Consulting, Inc. WALL TO REMAINS AND BE ___ i i WALL TO REMAIN AND BE i MAN DOOR OPENING TO BE I 362 Osceola Avenue INCORPORATED INTO NEW WALL ------�� i ii INCORPORATED INTO NEW WALL ; ________-__- SEALED, INSULATED, ENCLOSED Jacksonville Beach, FL 32250 CONDITION DEPENDENT i CONDITION DEPENDENT li ' WITH MATCHING WALL SYSTEM I PE 36120 AT CONTRACTOR'S DIS CRETION i ��>��`` i SH I M P SIGN DESIGN AT CONTRACTOR'S DISCRETION I I AND FINISHED TO MATCH EXISTING I � I 2897 SQUARE FEET II I i EXTERIOR FINISH I I ' I I SO TECH. � � � ,� I OVERHEAD DOOR TO BE REMOVED ELECTRICAL 1882 SQUARE FEET OPENING TO BE SEALED, INSULATED 1 / I AND FINISHED TO MATCH David Hunter & Associates, Inc. -----------------i i EXISTING ELECTRICAL I I ��,,,,,,,,,,� EXISTING ELECTRICAL i -----------I EXISTING EXTERIOR FINISH 12291 Sumter Square Dr. W. PANEL PANEL II Jacksonville, Florida 32218 ------------------------------ ------------------- ________________________ st,,,,n E8 X00009882 I / --------------- - ------------ I I I I � I I I I I I I I I SEE E—??? FOR i I NEW ELECTRICAL PLAN I I I I ' i I iII I i_ _ EXISTING ELECTRICAL I HESFORD EXISTING - ------------ _-----_-__! 4680 SQUARE FEET AIR COMPRESSOR PANEL I I I IL------ ------------------- ------------1-=== ------------ EXISTING ELECTRICAL PANEL I r-r--rte CTS—t—rr-r-y—rr-r-- ��I ` I IIIII IIIIIIII CEILING PLATFORM STRUCTURE \ i i TO BE RELOCATED/REUSED -- ------- - �\ i it IIS �I ' II III II I V it I! II ELECT AL METERS i _ ____----- ' _____----- =�1 MAIN WER FEED _ ---_ — —rrL�-I li it li MEZZANINE ABOVE I II jl Ij I II II II I ii li it ----------- O � II II I I II I I I I I I � � I I I I I I I I I I I I 1=----------� I I ------------ I I v I I NOWORKIN THIS AREA I I I I I I I I I ' ------ I I ' ATLANTIC WOOD WORKING I 5259 SQUARE FEET 1Q CITY COMMENTS 10/03/06 - - - - - - I NO. REVISION/ISSUE DATE I I I I I APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE OCT 10 2006 I I I------------ - I _ I CITY 0 P T n O VE BEACH BUILDING OFFICE I - - - - - - - - OCT 0 9 2006 DOM TO REMAIN SITEPLAN- I DOOR TO REMOVE SCALE:1/8"=1 '-0" -' DEMOLITION WALL TO REMAIN PLAN C========3 00060617 JAB AS SHOWN 09/ /2 06 WALL TO REMOVE PROJ. NO. DWN BY SCA DA E DEMOUTION L D-1 00 � ACCESSIBLE PARKING SIGN 5'-0" REFER TO HANDICAPPED PARKING SIGNAGE DETAIL SHEET A-000 NEW ARRIVALS =j PROVIDE ONE ACCESSIBLE PARKING WAREHOUSE SPACE PER 2004 FBC CHAPTER 11-4.1.2 F C) C) I I C) C) N N 1 CLIENT 6" WIDE REFLECTIVE New Arrivals Warehouse STRIPING 1880 Mealy Street 12'-0" Atlantic Beach, FL 32233 OVERHEAD DOOR TO BE REMOVED OPENING TO BE SEALED, INSULATE 1 AND FINISHED TO MATCH 1 ARCHITECT EXISTING EXTERIOR FINISH VERIFY WEATHER INTEGRITY PROVIDE ADA COMPLIANT SIGNAGE VERIFY WEATHER INTEGRITY BREAK AREA PROVIDE ADA COMPLIANT SIGNAGE VIA Concepts, LLC OF ROOF AND WALLS IN ACCORDANCE WITH FBC 11-4.30 OF ROOF AND WALLS 240 IN ACCORDANCE WITH FBC 11-4.30 HOLES TO BE SEALED, INSULATED AND CENTERLINE OF SIGNAGE SHALL BE HOLES TO BE SEALED, INSULATED FILING CABINETS CENTERLINE OF SIGNAGE SHALL BE 506 Third Street South FINISHED TO MATCH EXISTING 60" A.F.F. AND FINISHED TO MATCH EXISTING BY OWNER 60" A.F.F. Jacksonville Beach, FL 32250 FL LLC NO. L02000002952 H.C. RESTROOM 2 ADMIN. AREA " SANITARY CLEAN OUT 280 SANITARY CLEAN OUT 20"X20 HOLE M.P. & FP \e\ V - = 00 SANITARY BE SEALED, INSULATED AND F1N,SHED TO MATCH EXISTING Blue Heron Consulting, Inc. COMMON AREA 362 Osceola Avenue ❑ ®® F1-5-0-1 Jacksonville Beach, FL 32250 I -- , go-ill �❑ �❑ 20"X20" HOLE PE 36120 HVAC CONDENSER PACKINGFT WORK AREA FABRIC TO BE NF1-0-01 '20 --- - 200 HI—LO WATER COOLER FINISHED SEALED, MATCH UEXISTINGVD ELECTRICAL I -- 23'-8" 18'-8" AIR HANDLER 2 /® David Hunter & Associates, Inc.�� �= -- —_� r------ 281 EXEC. RESTROOM � —� sCJ 180 12291 Sumter Square Dr. W. 4'-.0 o 00 113 W 7,_0.. _ _ Jacksonville, Florida 32218 I Z I -13EB #00009882 °o co 26'-5" a 6'-1 A I �i HVAC CONDENSER AIR HANDLER 3 105 A23'-4" N`NORRIDOR 31-4" 8'-0" 1 VERIFY WEATHER INTEGRITY F2 5-0 _I -I OF ROOF AND WALLS ----------------- RESTROOM 1 -7 1 HOLES TO BE SEALED, INSULATED AND 10 - _- REF �GR AR HANDLER 1 FINISHED TO MATCH EXISTING WALL TO RE N AND BE _- OWNER UPPLJED 21° J NITOR STORAGE - , Fl—6INCORPORATED INTO NEW WALL 3 —4 MAN DOOR OPENING TO BE { ; I CONDITION DEPENDENT 18" CABI ET UNIT ' SEALED, INSULATED, ENCLOSED AT CONTRACTO 'S DISCRETION W COUNTER PROVI E WATER SUPPLY { 1 AND FINISHED TO MATCH EXISTING ' N FOR R FRIGERATOR EXEC.1 OFFICE a, EXTERIOR FINISH f O N ICE ER ' F 1 OVERHEAD DOOR OPENING TO BE PHOTO 200 1 SEALED, INSULATED, ENCLOSED -----------------I i I I I 13,_4„ 13,-6„ 1 AND FINISHED TO MATCH EXISTING EXTERIOR FINISH 8'-0"— WALL TO REMAIN AND BE 1 o I INTERIOR CEILING ENCLOSURE INCORPORATED INTO NEW WALL 1 - ABOVE _______�� CONDITION DEPENDENT 1 ' ELIC/TELECOM 1---- 220 ; 1 AT CONTRACTOR'S DISCRETION 1 ' 359-1111 ' — EXISTING 2'-0" DOOR ------------ WAREHOUSE ♦ I I UPGRADE TO MIN. 2'—f DOOR r I 200 { A-302 I I ' I EXISTING ELECTRICAL PANEL I - -- --- -------- 1101 AIR COMPRESSOR -----------i I WORK ROOM 270 UTILITY SINK I RESTROOM WATER COOLER i 280 I I I I ELECT AL METERS { MAIN ')WER FEED NEW DOOR ' I I MAINTAIN INTEGRITY OF EXISTING I AIR COMPRESSOR OCCUPANT SEPARATION WALL EXISTING DOOR Q CITY COMMENTS 10/03/06 I � � MAINTAIN INTEGRI OF EXISTING NO. REVISION/ISSUE DATE OCCUPANT SE ARATION WALL -- NEW WALL O I — CITY OF ATLANTIC BEACH e I I I I BUILDING OFFICE I EXISTING WALL I I I I I I ------------ I By. LEGEND SE I NOWORKIN THIS AREA I I I AppROVED CITY OF ATI.onc BEACH BUILDING OFFICE I I I { I I ATLANTIC WOOD WORKING I OCTdtl ------------ 5259 SQUARE FEET ------------- I I • • I I I I � I FLOOR { \ I I PLAN I ------------ I , • I 00060617 JAB AS SHOW -09 1 2006 PROJ. N0. DWN BY SC E D TE A- 100 . o FLOOR PLAN- SCALE:1 /8"= 1 '-0" �� NEW ARRIVALS BREAK AREA WAREHOUSE 240 TRAVEL DISTANCE = 35'-2" TRAVEL DISTANCE = 37'-6" TRAVEL DISTANCE = 30'-5" H.C. RESTROOM 2 ,70 ADMIN. AREA leo \1 0 NT COMMON AREA New Arrivals Warehouse I'l-5-61 1880 Mealy Street Atlantic Beach, FL 32233 PACKING I WORK AREA FABRL — — — I ,20 I 200 '� TRAVEL DISTANCE — 621-7" P I C A3LE CODES . °o I i r= F Z�21* FLORIDA BUILDING CODE 2004 ARCHITECT TRA L DISTANCE = 32'-5" AIR H�$DEER 2 LEVEL 2 ALTERATION PER 2004 FBC EXISTING BUILDING 304.1 w -- — –––– EXEC. RESTROOM BUSINESS OCCUPANCY – GROUP B 2004 FBC SECTION 304 VIA Concepts, LLC z I I 180 LIGHT MANUFACTURING – GROUP F-1 2004 FBC SECTION 306 p w 506 Third Street South w o WAREHOUSE – GROUP S-1 2004 FBC SECTION 311 Z I LESS THAN 50 PERSONS Jacksonville Beach, FL 32250 J o I CONSTRUCTION TYPE III – SECTION 602 FL LLC N0. L02000002952 AIR HANDLER 3 UNPROTECTED ,05F[qI OCCUPANCY SEPERATION TABLE 302.3.2 CORRIDOR g'–p" NON–SEPARATED M.P. & FP — INTERIOR FINISHES – TABLE 803.5 ----L 250 C. RESTROOM 1 Blue Heron Consulting, ,10 OCCUPANT LOAD – TABLE 1004.1 9� A HANDLER 1 Inc. j JANITOR STORAGEAI 210 BUILDING UIDING AREA 11813,753 GROSS SQUARE–FOOT GSF 362 Osceola Avenue 160 TRAVEL DISTANCE – 9'-8" Jacksonville Beach, FL 32250 i – RENOVATION AREA 8,932 GROSS SQUARE–FOOT (GSF) PE 36120 RENOVATION AREA 64% PERCENTAGE I I EXEC. OFFICE ,970 0 OCCUPANT LOAD – TABLE 1004.1.2 ALLOWABLE ACTUAL BUSINESS AREAS 100 GROSS/1479 = 14.8 PERSONS 6 PERSONS ELECTRICAL PHOTO 20I David Hunter & Associates, Inc. _________________; I OCCUPANT LOAD – TABLE 1004.1.2 12291 Sumter Square Dr. W. i WAREHOUSE AREAS 500 GROSS/6068 = 12.1 PERSONS 2 PERSONS Q Jacksonville, Florida 32218 TRAVEL DISTANCE = 111'-0" Ee #00009aa2 TRAVEL DISTANCE = 70'-3" ________________ OCCUPANT LOAD – TABLE 1004.1.2 MENI ELEC/TELECOM �– LIGHT MANUFACTURING 200 GROSS/1325 = 6.6 PERSONS 4 PERSONS 220 TOTAL OCCUPANCY CALCULATED = 19 PERSONS 12 PERSONS I I I ----------- I WAREHOUSE EGRESS: – TABLE 1005.1 260 ; 200 FT. MAX. TRAVEL DISTANCE TO EXIT 20 FT. MAX DEAD END CORRIDOR LENGTH i EGRESS WIDTH – 0.2" PER PERSON SERVED 0.2" @ 16 PERSONS = 3.2" i I 3.2" CALCULATED REQUIRED CLEAR WIDTH FI_ ------__________ 71 6" MIN. CORRIDOR WIDTH" -----------! I I 32" MIN. CL OPE NG OF FIRE EXTINGUISHERS: PROVIDED ACCORDING WITH NFPA 101 NUMBER OF EXITS: 3 REQUIRED /3 PROVIDED SECTION 605.4.1 FBC 2004 EXISTING BUILDING j I I WORK ROOM I I 270 I I I I RESTROOM I 2ao I IF I � 1 --------- — I 5„ t o o 10 o I I ------------ I r pr I r� �r � Z . I I I ------------ I A e4gn,�, -5.I I I I I I I I ATLANTIC WOOD 'WORKING 5259 SQUARE FEET 1 CITY COMMENTS 10/03/06 – – – – – – N0. REVISION/ISSUE DATE i ------ APPROVED CITY OF ATLANTIC BEACH � � I BUILDING OFFICE OCT 10 2006 EGRESS PATH ------------ I / \ APPRJDT CH BUILDING OFFICE LEGEND fi - - - - - - - - OCT 09 X00 FLOOR PLAN- SCALE:1/8"=1 '-0" LIFE SAFETY PLAN 00060617 JAB AS S;?E 01/2006 PROJ. NO. DWN BY SC ATE A-101 1 NEW ARRIVALS SIMPSON STRONG TIE LUS26 R SIMILAR WAREHOUSE PLATFORM CEILING RELOCATED/REUSED FROM EXISTING 1 UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE 2x 10 WD. LEDGER BEAM CLIENT CONT. SEALANT EXTEND GYP. BD. TO New Arrivals Warehouse (2) 2x4 WD. HEADER STUD CAP UNDERSIDE OF STRUCTURE 1880 Meal Street (2) 2x4 WD. HEADER y EXISTING METAL Z—FRAMING Atlantic Beach FL 32233 CHANNELS I INSULATE ALL FULL NSULATE ALL FULL HT. PART. HT. PART. (2) 2x4 BLOCKING CEILING AS SCHED. CEILING AS SCHED. (2) 2x4 BLOCKING ARCHITECT VIA Concepts, LLC 506 Third Street South Jacksonville Beach, FL 32250 HEAD FL LLC NO. L02000002952 1/2" GYP. BD. 1/2" GYP. BD. PLATFORM CEILING JOIST RELOCATED/REUSED (SEE FIN. SCH. FOR PAINT) �. (SEE FIN. SCH. FOR PAINT) RELOCATED/REUSED FROM FROM EXISTING b GYPSUM BOARD, FACE OF EXISTING EXISTING M.P. 8c FP BOTH SIDES OF MTL. METAL SIDING PANEL STUDS, TAPE AND SPACKLE ALL JOINTS 5/8'GYPSUM BOARD TAPE AND SPACKLE STUDS ALL JOINTS (2) 2x4 WD. HEADER Blue Heron Consulting, Inc. AT 16' O.C. EXISTING METAL Z—FRAMING 362 Osceola Avenue WALL FINISHCHANNELS Jacksonville Beach, FL 32250 2x4 WOOD STUD AS SCHEDULED WALL FINISH 2x4 WOOD STUD @ 16" O.C. AS SCHEDULED @ 16" O.C. x4 WOOD STUD PE 36120 PLM16" O.C. VA ELECTRICAL INSULATION TO MATCH EXISTING 2x10 WD. LEDGER BEAM David Hunter & Associates, Inc. R-13 BATT INSULATION EXITN METAL Z-FRAMING /,--- R-13 BATT INSULATION 12291 Sumter Square Dr. W. 1 SIMPSON STRONG TIE Jacksonville, Florida 32218 WALL BASE 2x4 P.T. WOOD SILL PLATE FASTENED TO EXISTING FOUNDATION LSTA36 STRAPPING (TYP.) EB 2x4 P.T. WOOD WALL BASE X00009882 SILL PLATE AS SCHEDULED SCHEDULED WITH 1/4" x 3-3/4" TAPCON® BRAND SCREWS (OR SIMILAR) CONT. SEALANT AT FLOOR CONT. SEALAK AT FLOOR ER M NUFACTURER'S RECOMMENDATIONS @ 16" O.C. VINYL BASE AND SIDES OF WALL, AND SIDES OF WALL, BOTH SIDES OF WALL BOTH SIDES OF WALL VINYL BASE FLOORING FlNISH FLOOR FINISH FLOOR FLOORING OORING VARIES L AS SCHEDULED z SCHEDULED VARIES (SEE FIN. SCH.) TOP OF FLOOR SLAB TOP OF FLOOR SLAB (SEE FIN. SCH.) :� '.�� •.. .: .. BASE :4 r.,. . •, ,. a TOP PLATE /LEDGER WALL TYPE PARTITION WALL WALL TYPE WALL TYPE BOARD STRAPPING DETAIL 1 „=1 !_09! 99=1 9_099 f_099 4 „=1 9_099 N.T.S. 7 2110 LEDGER BEAM 16” O.C. LUMBER REUSED FROM EXISTING CEILING PLATFORM WHERE POSSIBLE AT CONTRACTORS DISCRETION ► v ' PLATFORM CEILING 2X10 LEDGER BEAM RELOCATED/REUSED FROM EXISTING 20,_3., a TWO 2X 10'S - - - _ -Tr - - CORRIDOR COMMON AREA METAL JOIST HANGER (TYP.) 150 Q1 CITY COMMENTS 10/03/06 CD BREAK AREA \ N0. REVISION/ISSUE DAT7APPRE WAREHOUSE Ip II \ \\ \\ \\ \\ \\ CITY OF ATLANTIC BEACH 0 BUR-DING OFFICE 260 OCT o coos METAL JOIST HANGER (TYP.) ELEC/TELECOM 220 � 2X10 LEDGER BEAMREUSE SHEATHING FROM EXISTING CEILING PLATFORM WHERE POSSIBLE AT CONTRACTORS DISCRETION SUPPLEMENT TO MATCH 35'-10" Ir 5 OFFICE AREA SECTION EILING PLATFORM FRAMING PLAN 1/4" = 1 -0" 6)21/4" = 1'-0" DETAILS 00060617 JAB AS SHOWN 0 01/2006 PROJ. NO. DWN BY SCA DATE A- 302 FINISH SCHEDULE DOOR AND F ME SCHEDULE ROOM RA DOOR CEILING WALLS ROOM NO ROOM NAME FLOOR NOTES SIZE RAME ARDWARE NOTES NEW ARRIVALS N S E W MATL HEIGHT MARK MATL KEYS I DE WARE 0 �� S - 100 PACKING EXIST P P P P EXIST 9'-0" -- WD HGT THK MATL 105 AIR HANDLER 3 EXIST P P P P EXIST 9'-0 ' RM NO " -- 1 3 -0" ' 7 -0" 2" 110 H.C. RESTROOM 1 EXIST P P P P EXIST 9'-0" -- -- -- -- Existin 0 WORK AREA BARE P P P P EXIST 9'-0" -- 2 3'-0 7'-0 ' 2' -- -- -- Existin exterior 12 3 10'-0" 10'-0" 1 3/4)) -- -- Existing 140 CONFERENCE CARPET P P P P EXIST 9 —0 -- 150 COMMON AREA CARPET P P P P ACOUSTIC 9'-0" -- 4 10'-0" 10'-0" 1 3 4" -- -- -- Existing CLIENT 160 JANITOR STORAGE EXIST P P P P EXIST 9'-0" -- 5 3'-0" 7'-0" L" -- -- -- Existing New Arrivals Warehouse 170 H.C. RESTROOM 2 TILE P P P P GYP. 9'-0" -- 6 14'-0" 14'-0" 1 3/4 -- -- -- Existing1880 Meal Street __ 7 2'-6" 7'-0" 1 3/4"_ MET MET -- Insulated, exterior y S eet 180 EXEC. RESTROOM EXIST P P P P GYP. 9 —0 . Atlantic Beach, FL 32233 190 EXEC. OFFICE CARPET P P P P ACOUSTIC 9'-0" -- 8 6'-0" 7'-0" 1 3/4 MET MET -- Double swan , insulated 200 PHOTO CARPET P P P P ACOUSTIC 9'-0" -- 9 2'-6" 7'-0" 1 3 4" MET MET -- Exterior 200 FABRIC BARE P P P P EXIST 9'-0" -- 10 3'-0" 7'-0" 1 3/4 MET MET -- Door closer 210 AIR HANDLER 1 EXIST P P P P EXIST 9'-0" -- 11 3'-0" 7'-0" 1 3/4 MET MET -- Door closer, insulated ARCHITECT 220 ELEC TELECOM EXIST P P P P EXIST 9'-0" -- 12 3'-0" 7'-0" 2" -- -- -- Existing exterior VIA Concepts, LLC 13 3'-0" 7'-0" 2" -- -- -- Existing exterior 506 Third Street South 240 BREAK AREA CARPET P P P P ACOUSTIC 9'-0" -- Jacksonville Beach FL 250 CORRIDOR CARPET P P P P ACOUSTIC 9 —0 ' -- 14 3 —0 7 —0 1 3 4 MET MET 150 Door closer, insulated FL LLC NO. L020000029522250 260 WAREHOUSE EXIST P P P P EXIST 9'-0" -- 15 3'-0" 7'-0" 2" -- -- -- Existingexterior 270 WORK ROOM EXIST P P P P EXIST 9'-0" -- 16 3'-0" 7'-0" 1 3/41 WD WD -- Interior 280 RESTROOM EXIST P P P P EXIST 9'-0" -- 17 3'-0" 7'-0" 1 3/4 MET MET -- Door closer M.P. & FP 280 ADMIN. AREA EXIST P P P P EXIST 9'-0" -- 18 3'-0" 7'-0" 1 3/4 MET MET 250 Door closer, insulated Blue Heron Consulting, Inc. 281 AIR HANDLER 2 EXIST P P P P EXIST 9'-0" -- 19 3'-0" 7'-0" 1 3 4" WD WD -- Interior 9 20 2'-6" 7'-0" 1 3/4 WD WD -- Interior 362 Osceola Avenue 21 3'-0" 7'-0" 1 3/4 WD WD -- Interior Jacksonville Beach, FL 32250 22 3'-0" 7'-0" 1 3/4 11 WD WD -- Interior PE 36120 23 3'-0" 7'—O" 1 3/4 MET MET 281 -- ELECTRICAL 24 2 —6 ' 7 — 1 3 WD W -- Interior 25 2'— 7'-0" 2 -- -- -- Exterior David Hunter & Associates, Inc. 26 14 —0" 14'-0" 1 3/471 -- -- -- Existinq 12291 Sumter Square Dr. W. 27 6'-0" 7'-0" 2" -- -- -- Existing Jacksonville, Florida 32218 28 1 2'—6" 7'—0" 1 3 4" WD WD--T WD--TInterior EB #00009882 BREAK AREA 240 H.C. RESTROOM 2 170 ADMIN. AREA 280 \:O\ 12 13 1'— 11 �C �1 I COMMON AREA 150 5 PACKING WORK AREA FABRIC �4 1o0 120 200 6 I Ur 281 10 — — — -- — EXEC. RESTROOM Lj z 180 Y w 24 iff 10 U 17) AIR HANDLER 3 105 07 ORRIDOR 18 T3) 2 RESTROOM 1 11 �, 2so I 20 ------------- O C4----i I I I t 1 o IR AND ER 1 I 2'—n3 1 1 j J NITOR STORAGE 4 I Iso I I I I I I I EEC. OFFI E I I I I I I I I I 200 I 1 I -----------------I I I I 28 I I Q CITY COMMENTS 10/03/06 I I 1 _I 1'-3j" 1'-6" i I 1 ELIC/TELECOM ------- ------ - 25 NO. REVISION/ISSUE DATE 05 22o I WAREHOUSE ----------- I I 260 I I I PERMIT 1 26 04 I I I -- ------------- - ------------ I I I I 27 SE ------------ A P P R 0 V E D i WORK ROOM CITY AOH BUILDING OFFICE I I 1 I I 270 I OCT 10 1006 03 I RESTROOM I 280 I I I I I I I 02 1 I I REFLECTED CEILING PLAN _ - AND SCHEDULES ----------- I ® I I I 1 i I 00060617 JAB AS SHOW 09/01/2006 I REELECTED CDUNG PLAN A- 500 � SCALE:1 /8"=1 '-0" NEW ARRIVALS HVAC GENERAL NOTES WAREHOUSE SPLIT SYSTEM HEAT PUMP SCHEDULE AIR SCHEDUL.E i. CONNECTION TO EQUIPMENTs►+a.L BE VERIFIED WITH nenNUFncnREa CERTIFIED DRAWINGS. UNIT N0. AHU-I/HPU-I AHU-2/MSU-2 AHU-3/HPU-3 MARK TYPE FADE 51ZE BORDER TYPE MANUFACTURER MODEL N0. NOTES VERIFY AND PROVIDE DUCT TRANSITIONS TO FU2NI5FIED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DIMEN510N5 BEFORE FABRICATION. NOMINAL TONNAGE I I/2 2 I I/2 LOUVERED FAGS A 2424 LAY - IN TI1U5 TM5-AA 1,2 2. VERIFY INSTALLED STRUCTURE PRIOR t0 FABRICATION OF DUG?WOR1C AND THE HANGING OF AIR CUaT SUPPLY AIR (GFtv) 528 700 525 5UPP"Y HANDI.IN6 UNITS AND THE HANGING OF DUCTWORK. COORDINATE ALL DIIGTWORIC HATH JOIST OUt51DE AIR (CFM) 140 140 220 B LOUVERED AGE 12x 12 SURFACE TITUS TM5 1.2 SPACING. DUGTWOR►. 15 ROUTED BETWEEN AND THROUGH JOISTS. New I�fINdS Warehouse 3. SEE SPECIFICATIONS FOR BRACING REQUIRFJrENTS OF DUG'fW0{21C. ALL DUCT SIZES EXTERNAL S.P. ON. W.G.) 0.25 0.25 0.25 PERFORATED `.SHOWN ARE INSIDE CLEAR DIIuE�l510N5. - � RETURN/EXHAUST 24x24 LAY-IN TI7U5 PAR-AA 1,2 _ FAN DATA 4. ACCESS PANELS IN DUCT WORK AND CEILINGS SHALL BE PROVIDED FOR OPERATION AND MAX. H0125EPOWER (FLA) I/4 I I/4 I I/4 D PERFORATED 12x12 LAZY-IN TITUS PAR 1,2 MAINTENANCE OF ALL FANS, HEATERS, VALVES, DAMPERS, AND MECHANICAL EQUIPMENT. RETURN/EXHAUST 5. PROVIDE EACH AFAJ/HPU 5Y5TBut WITH AN IPDIVIDUAI. THERMOSTAT. THERMOSTATS SHALL BE ARCHhcr TYPE DIRECT DIRECT DIRECT E 51DEWALLSEE DWGS. LAZY-IN TITUS 3FL 1 LOCATED AT 4'-b' AFF. ,2 VOL75/PHA5E/FERTZ 208/1/60 208/1/60 208/1/60 5UPP"Y 6. AI.1. DUCTS AND PIPING SHAIA. 6E INSTALLED A5 TIGHT A5 POSSIBLE TO WALLS AND BEAMS NA Concepts, LLC UNLESS NOTED OTHERWISE. jos Third street sa,tn F SEEsivEwau. srnvGs• LA*r-w TiTus 33RL 1,2 REFRIGERANT PIPING SHALL BE SUPPORTED BY USING THREADED RODS. Jacksonville, FL 32250 COOLING DATA RETURN 7. ALL EQUIPWENT, PIPING, AND DUCTWORKSHALL BE SUPPORTED A5 DETAILED AND SPECIFIED. nuc NO. i'°Z°°°°°zosz TOTAL CAPACITY (MbH) 15.6 20.7 16.21 G EXTERIOR SEE DW65. SURFACE BUSKIN ELF375DX 2,3 ADDITIONAL 51JPPORTS SHALL BE PROVIDE A5 REQUIRED TO PROVIDE A VIBRATION FREE LOUVER INSTALLATION. SENSIBLE CAPACITY W) 11.8 15.6 12.0 ��y. carmAcrOR ENT. AIR TEMP. (Fd8/Fw0) 76b/63.8 762/635 77.5/64.9 I. PROVIDE OPPOSED BLADE DAMPER. 8. INSULATE THE BACKS OF EACH RE1L112W REGISTER AND SUPPLY DIFFUSER WITH A 2" ?HICK 2. CONTRACTOR t0 VERIFY FRAMING DIMENSIONS, PRIOR INSULATION. MINIMUM 12-VALUE - R-7.PRIOR TO RELEASE -- LV6. AIR TEMP. (FdB/FwB) 55.8/53.0 55.6/52.9 563/54.8 OF AIR DISTRIBUTION DEVICES. q. REXIBLE DLIGt CONNECTING MAIN DUCT t0 5LIPPLY DIFFUSER SHALL NOT EXCEED 10 FEET IN -- 3. PROVIDE b" DEEP PLENUM BEHIND FULL AREA OF LOl1WE2. LENGTH. IF THE DI5TANGE EXCEEDS THIS LIMIT, AN IN5U.ATED METAL DUCT OF REQUIRED LENGTH -- HEATING DATA AND EQUAL DIAMETER SHALL BE INSTALLED WITH AIR SCOOP AND DAMPER AT MAIN DUCT TO -- HEATING GAP. @ 47 F (�H) 17.9 23.9 16.8 REDUCE FLEXIBLE DUCT TO A MAXIMUM LENGTH OF 10 FEET. THE RFXIBLE DUCT SHALL BE UL 181 RATS. AUX. ELECTRIC HEAT (W/STAGES 2.3/1 2.3/1 23/1 10. PROVIDE SPIN-IN GONE WITH LOCKING DAMPER AT EACH FLEXIBLE DUCT RUN OUT CONNECTING MfthmW t ftrnbhg HEAT PUMP DATA 5L�PL.Y DUCT TO DIFFUSER. BIU6 HEfg1 CpISUItItItJ, Inc. MINIMUM SEER 13 13 13 ENERGY RECOVERY �y��� ��• /►�� �C�y � � 11. CO-ORDINATE WITH ALL TRADES INVOLVED. PROVIDE OFFSETS AND TRANSITIONS AROUND 362 Osceola Avenue BIENT11LATM SCHEDU� UNIT NO. EF- Fl11�1 SCf�G EWL.G OBSTRUCTIONSTO AT NO T(PIGAL�L5 FOR INSTION& COST TO THE OWNER.ALLATIOIJ �iPr�n�r. Jacksonville Berea 32250 MINIMUM HSPF 7•7 8.2 7•7 R a� VOLTS/PHASE/HERTZ 208/1/60 208/1/60 208/1/60 UNI? N0. ERV-I TYPE CABINET 13. REFRIGERANT PIPE 15 SIZED IN ACCORDANCE WITH THE MANUFACTURER'S AND ASHRAE'S LRA 48 58.3 48 SERVES AHU-I, AHU-2, AHU-3 REC01VIMENDATIONS FOR THE EQUIPMENT SPECIFIED. LIPS SIZES FOR ALTERNATE EQUIPMENT SHALL oectricd SERVES TOILE? BE 51ZED SiJf.H THAT MAXIMUM LIRE L055 15 I DEGREE F. MANUFACTURER CARRIERCARRIER CARRIER SUPPLY AIR AIR ROW (CFM) 5014. GaNDEN5ATE DRAIN SHALL BE 1YPE 1" HARD DRAWN COPPER Oft PVC, WITH WWROUGHT COPPE2F""m David Hunter do Associates, Inc. MODEL N0. (AHU/HPU) FYN4F018/25HBA318A30 FYN4F024/25HBA324A30 FYN4F018/25HBA318A30 OUTSIDE AIR FLOW (CFM) 500 OR pyG FITTINGS. CONDENSATE TRAP DEPTH SFIALL EQUAL THE STATIC PRESSURE ACROSS FAN PLUS 2. �2291 Sumter Square Drive West EXTERNAL 5P. (IN. W.G.) .25 Jacksonville. Florida 32218 15. ALL FINISHES DAMAGED OR REMOVED FOR THE INSTALLATION OF WORK SHALL BE REPLAGF� PE 53315 NOTES I Thru 8 I Thru 8 I Thru B EXT. 5P. (IN. W.G.) 0.5 FAN DATA TO MATCH ADJACENT FINI5HE5. NOTES: FAN HP (MAX.) I/4 16. COORDINATE ALL OUTSIDE AIR GRILLES AN LOUVERS TO MATCH EXTERIOR WALL COLOR. THIS I. PROVIDE PROGBI. RAM�ME THERMOSTAT. MAXIMUM WATTS 40 RETURN AIR FINISH MJ5T BE APPROVED 8Y THE OWNERS PRESENTATIVE. 2. PROVIDE ANTI-SHORT CYCLE TIMER. DRIVE DIRECT 3. PROVIDE 51NGLE POINT ELECTRICAL- CONNECTION. SUMMER EAT (F.dB/F.wB) 75.0/625 17• LOAD CALCULATIONS ARE BASED qJ TRAM TRACE COM�UTFR PROGRAM. ALL OUTSIDE AIR � 4. ELECTRICAL t0 PROVIDE DISCONNECT. D (RPM) 720 CALCULATIONS ARE BASED ON A5FRAE 62-2001. 5. PROVIDE 2" THROW-AWAY FILLERS W/UNIT. WINTER EAT (F.dB/F.wB) 72.0 54.4 MAXIMUM SONES 2.0 18. OUTDOOR DESIGW AMBIENT FOR ALL EQUIPMENT 15 94 DEGS. F.dB/ 77 PEGS. FwB IN SUMMER AND 6. HEAT kW RATED AT 240V. PROVIDE ACTUAL SGHEDULFA kW. 28 DEGS. F. IN THE WINTER. 7. PROVIDE VIBRATION ISOLATION. AIR FLOW (CFM) 400 VOLTS/PHASE/HERTZ 120/1/60 8. CONTRACTOR TO VERIFY HP PI21012 TO PURCHASE. EXT. S.P. ON. W.G.) 0.50 MgNUFAGTUI2ER GOOK FAN HP (MAX.) 1/4 I MODEL NO. GEMG-142 AIR OFF HEAT EXCHANGER NOTES 1,2,3 PROVIDE GOOSENECK INTMJE , ,A^^ � SU�vtv�R (F.dB/F.wB) 81.0/67.7 NO.�: FOR�Y��RFLOW OF r'R�J�.�.� 8CHEDU WINTER (F.dB/F.wB) 60.4/48.9 I. PROVIDE BAGKDRAFT DANDER, WALL CAP, MITE PROVIDE REMOVABLE UNIT DESIGNATION iH-I PLASTIC GRILLE, AND HANGING VIBRATION ISOLATORS. COVER � CONCRETE AT VOLTS/PHASE/HERTZ/SPEED 120/1/60/2 2. PROVIDE SOLID STATE CONTROLLER. GRADE LEVEL SERVES ERV-I 3. INTERLOCKWITH LIGHT SWITCH. MGA 9.6 GFM 500 MANUFACTURER VEr1MAR 6 MAX PA. (In. w.qJ 0,125 24"PVC/CLAY MIN. ho Y� 5. MODEL NO. ERVSOOi MANUFAG?URER GOOK PIPE NOTES I MODEL NO. 8112 NOTES: FILL WITH CONDENSATE DRAIN LINE NOTES I I. OUTSIDE DESIGN CONDITIONS: CAARSE GRAVEL 94.0 FdB/77.0 FwB: WINTER 34A FdB/28.7 FwB. ? NOTES: AIR HANDLING UNIT � I. PROVIDE ALUMINUM ROOF CURB, MOTORIZED � DAMMER, AND ALUMINUM BIRD SCREEN N 1k DRYWELL ��� � IQ CITY GC)tv1MENT5 10-03-b N0. REVISION/ISSUE DATE TURNING VEINS NOT TO SCALE M-OI EVE DRAIN LINE SHALL BE AT 0�K OF AIR �GE LEAST THE SAM SIZE A5 THE ,-�1 �( OR SPIN-IN BENEATH THE NIPPLE ON THE DRAIN PAN D INSULATION OF FLEXIBLE DUCT ��T � rr HVAC CLEANOUT- ACTUAL 5171E OF DUCTS G AND D 3" CORNER MINIMUM 17' ALL C.ONDEN51N6 UNIT. p15GONNECT SWITCH. SCHEDULES PITCH DOWN TOWARD DRAIN q�.�U CANTINF.D) INTO MINIMUM SIDES MINIMUM 36" BOLT t0 CONCRETE INSTALL. BY INSULATED FLEXIBLE ��- BETWEEN UNITS PAD - SEE ELECTRICAL DUCT TAPER PIECE. CENTRAL B SCHEDULE SUBGONTRAGTOR. SPLITTER DDAM�ER TAPER BOLT TO WALL. 2" ON LOW E N�EDILMA SPIN-IN W/VOLU�vE SYSTEMS ONLY. A E I CONCEAL WALL.N6. D A P R v DAMMER E AIR SCOOP �---�I ��T� S INSULATE BACK 2" MORE THAN THE STATIC OFTE ���u� PRE55UI2E DIFFERENtIAL NOTE: III I III PAD WITH 66G#�8 OCT 10 2006 ACROSS THE SUPPLY FAN. DIbFN510N "A" IN INCHES - Dlb£N510Nif I ±M GAUGE WIRE tvESH '$" IN FEEL. REINFORCEMENT N07E: MEN RUNOUT LENGTH EXCEEDS 10 5P'UTTEI2 DEPTH OF "G" AND "D" WILL i, . y:MT FEET, USE METAL DUCT TO LIMIT FLEX TO 10'-0" � 7� 5qp,�, IN �GTM. -III- 44 CEILING 70 FUNNEL PROPORTION SPLIT ACCORDING TO CFM ROOK DRAIN IN EACH BRANCH -III . . ANCHOR DO-Ty CONSTRUCTION SUPPLY I)IFFUSER DETAIL AIR HANDLING UNIT DRAIN TRAP K02TYPICAL SPLITTER DETAIL 3 CONDENSING UNIT DETAIL 4 DOCUMENTS SET NOT TO SCALE M-01 N07 TO SCALE M-01 NOT TO SCP4LE M-OI N T TO SCALE 00051206 REM AS NO rob BOJ. NO. DWN BY SCALE DATE Suzan LeViseur P 12 NI-01 � v NEW ARRIVALS WAREHOUSE CI*w Irl �a�'ItG - CONFERENCE 150-4 150..4 _ 8"m 51JPPLY AIR.0000V _ 177<LFROM ERV-I 8"m 10"m OUT5IDE AIR DUCT DN 5EE ENLARGED 8x 10 IOx 10 COMMON 1scT VIEW ?'NIS SFEET AREA SANITARY CLEAN OUT SANITARY CLEAN OUT 12"m FROM 150 �-� �-� -� — —�-- — — H.C. RESTRM2 EXEC.RESTRM ERV-I AA U *%�' L F, "0 180 0 506 Third 5treet South b"� F WORKSTATION 101 WORKSTATION -M WORKSTATIO » WORKSTATION 1b!• 9 N ISxb WORKSTATION JackSonwmIle, FI. 32250 PACKING ADMIN. AREA al n, 305 1 R' �.� ` ,� ® WORK AREA o G�b- TO AHU-3 M M ® " FABRIC CONFERENCE I _ I v 75 5m 6cD 8m �15 170-4 80-3 \A 190-4 ® 1,o I — o q � coNrn�c�+oa ERV-1 T v TO AHU-2 12x8 ;g; 8x8 COMMON F1 8x6 IL (�b MOPq KIN 0 A 83" H.C. RESTRM2 EXEc;RfSTRM 150 - ,- U.G. DRS p bx6 �J130-40-4 roo WORKSTATION FLOOR DRAIN GONDEN5ATE 10d I H.C.RESTRMI IDD �� 10x8 12x 10 UP 0 SEE PLUNGING C 12x 12 w 110 TO IH-I DRY WELL 1&12 r 6x6 I G b 5EE DETAIL F 100 "m T51DE AIR 560 4 I Ox8 I 8x6 I " FLOOR DRAIN 8"m IOx 10 EXHAUST Mwhankd a Puto 8 � - T 18x6 DOWN TO 1 4 -�'-� 4 m 5EE PLUM13INC&—I PLENUM FROM ERV-1 SUPPLY DUCT. GOI�IEGT ( 1 TO RETURN AIR PLENUM [lax 12 TO p 6x6 Rm II Ox 10 TO AHU-I Me Hff n Coo t'Ig, kx. UNDER AHU ------ ----------- PLENUM 50 coRR.p o 8x6 bx6 q 6"m 362 Osceola Avenue L2"GONDEN5ATE --—_—, CORR.Q — EXTEND 2'CD TO , ' X (00-4 DRAIN - 5EE Jocksonvile Beach, FL 32250 GONDEN5ATE DRY i I I PLUMBINGP-COA FL PE WELL - 5EE DETAIL i I I 8x6 IOxB I I � � I ' BREAK AREA I H.dricd 240 EXEC. OFFICE I 1 1190 o155 bx6 DOM l"Ilrlter t Awjde% kx. G 12291 Sumter Square Drive West A b" BREAK q 605-4 JackSanA. Florida 32216 ----------------J I I PHOTO I AREA ® r240 Co PF- 53375 IN EXEC. OFFICE — X90 , I MECr./TME- INTERIOR CEILING ENCLOSURE " 8x6 8x8 50 ABOVE WAREHOUSE — _ _ U.G. DR i �ECL. 5PIT 152-6-01, 1 I PHOTO `:J 100-4 5x6 200 90 Li I I I I - ----------- 1 I - - ----------- I I i Q ELECT/TELECOM. ------------� 1 220 I 1 WORK ROOM , 270 I PARTIALHVAC - PLAN I 5GALE: 1/4" - I'I ------- --- AV III s�f I" AIR COMPRESSOR , RESTROOM 1 1 4" F�J. ® r------------ I I I I I I i 1 HVAC LEGEND CITY GOMtvENTS 10-03-6 _ ' NO. REVISION/155tJE DATE ----------- HVAC PLAN -.---------- AHU-I AIR HANDLING UNIT NO. I LVG LEAVING 1 SCALE. I/8" = 1'-0" 1 GD CON1)EN5ATE DRAIN NBH 5TUH/1000 I I I GU CONDENSING UNIT NO. I MVD MANUAL VOLUME DAMPER ' I HPU-I HEAT PUMP UNIT NO.IHVAC OA OUTSIDE AIR ' I I I -- 1 i ' DN DOWN O SWITCH PLAN E.E.R. ENERGY EFFICIENCY RATIO 5D 5MOYE DETECTOR I 1 i i EF-I EXHAUST FAN NO. I T/0 11RAN5FER OPENING I i i 1 ENT. ENTERING TYP. TYPICALLEGEND 1 1 E51' EXTERNAL 5TATIG PRE55URE FD FIRE DAMPER gPPR 1 U.C. DR UNDER T TY Or OV BEACh 1 i HP HOR5EPOWER GU DOORgUILDINC OFFICE kw ICILOWATT5 W/ WITH C.� 1 2006 0 , FLEX. RUN OUT MOTORIZED DANDER O THERM05TAT CON5TRUCTION] A300-3 CFM THROW PATTERN POCUMENT5 5ET 00051206 RDI A5 SFIOIMI 9/1/06 PROJ. NO. DWN 8Y -SCALE DATE 52 Levft r 361 M-02