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Architecture by: LA NE ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 202 Jacksonville, Florida 32204 904.355.9020 Architect of Record: Jeffrey M. Lane, No. 12715 EXISTING DEMISING WALL TO REMAIN t EXISTING EXTERIOR STEEL COLUMNS TO DASHED LINES REMAIN -96NCRETE WOOD INDICATE WALLS, DOORS, ETC. TO BE REMOVED 0) REMOVE EXISTING APPROX. 2" TALL WOOD FLOORING TRANSITION BETWEEN WOOOD FLOORING AND CONCRETE SLAB REMOVE EXISTING REMOVE PARTIAL 22' HIGH HEIGHT STORAGE UNITS PARTITIONS EXISTING EXTERIOR WALLS TO REMAIN Revisions: DEMOLITION PLAN SCALE: 3/8" = Y-0" Date: 5.18.07 File: LEEICECREAMPLAN DEMOLITION PLAN Do 1 OF 1 Tenant Buildout for: Lee's Ice Crea 299-2 Atlantic Blvd. Atlantic Beach,, Fl. Architecture by: LA NE ARCHITECTURE Lane Architecture, PA. 1022 Park Street; Suite 202 Jacksonville, Florida 32204 904.355.9020 Architect of Record: Jeffrey M. Lane, No. 12715 -j F-- 71 L -A EXISTING DEMISING WALL TO REMAIN EXISTING EXTERIOR STEEL COLUMNS TO DASHED LINES REMAIN _96NCRETE WOOD INDICATE WALLS, DOORS, ETC. TO 0 BE REMOVED REMOVE EXISTING APPROX. 2" TALL WOOD FLOORING TRANSITION BETWEEN WOOOD FLOORING AND REMOVE EXISTING CONCRETE SLAB 22' HIGH REMOVE PARTIAL STORAGE UNITS HEIGHT PARTITIONS EXISTING EXTERIOR WALLS TO REMAIN Revisions: DEMOLITION PLAN SCALE: 3/8m = Y-On Date: 5.18.07 File: LEEICECREAMPLAN DEMOLITION PLAN DN 1 OF I Buildout for: Lee I s Ice Cream 299 Atlantic Boulevard Atlantic Beach, Florida Architecture by: LA NE ARCHITECTURE Lane Architectur-e, P.A. 1022 Park Street, Suite 202 Jacksonville, Florida 32204 904.355.9020 Architect of Record: Jeffrey M. Lane Florida Reg. No. AR 12715 6 JUNE 2007 Ah c, Club or - ABBREVIATIONS PROJECT DATA AND BUILDING CODE SUMMARY Atlantic Beach 1�h A.F.F. ABOVE FINISHED FLOOR F.D. FLOOR DRAIN Sim. SIMILAR PROJECT DESCRIPTION: (MEASURED FROM THE TOP OF THE SLAB) F.E.C. FIRE EXTINGUISHER CABINET T.0.M. TOP OF MASONRY FIRE RATINGS PER TALBE 601 - CONSTRUCTION TYPE V, B: A.H.J. AUTHORITY HAVING JURISDICTION F.S. FURRED SOFFIT U.N.0. UNLESS NOTED OTHERWISE Ho~' ll P�rk. THIS IS AN EXISTING MASONRY AND WOOD FRAME BUILDING IN WHICH A NEW TENANT IS BUILDING OUT 1,286 SF FOR AN ICE CREAM SHOP. THIS IS A STRUCTURAL FRAME INCLUDING COLUMNS, 0 HR. B.0. BY OWNER F.V. FIELD VERIFY W.P. WORKING POINT GIRDERS AND TRUSSES -TENANT BUILDING AND THE ADJACENT TENANT IS A NATURAL FOOD MULTI Y4 C.1.P. CASTIN PLACE GWB GYPSUM WALLBOARD V.I.F. VERIFY IN FIELD STORE. THE EXISTING DEMISING WALL SEPARATING THE TWO TENANTS IS TO BE BEARING WALLS UPGRADED AS A ONE-HOUR WALL SYSTEM. THE EXTERIOR WALLS ARE 8"THICK z st CONT. CONTINUOUS G.C. GENERAL CONTRACTOR qrq EXTERIOR 0 HR. MASONRY, THE ROOF WOOD SHEATHING ON WOOD TRUSSES AND IS PITCHED TO C.J. CONTROL JOINT H.M. HOLLOW METAL OD INTERIOR 0 HR, 2�d St THE BACK OF THE STORE FOR DRAINAGE. E.T.R. EXISTING TO REMAIN M.O. MASONRY OPENING NON-BEARING WALLS AND PARTITIONS Ist St E.W.C. ELECTRIC WATER COOLER O.H. OPPOSITE HAND - I I F 1'� EXTERIOR PER TABLE 602 0 HR. GOVERNING BUILDING CODE: FLORIDA BUILDING CODE(FBC)-BUI LDI NG WITH St P.T. PRESSURE TREATED . ...... N P INTERIOR 0 HR. ;.,% 11. SUPPLEMENTS THROUGH 2006 AND THE FBC R.O. ROUGH OPENING 2004- EXISTING CONSTRUCTION FLOOR CONSTRUCTION AX&*K Blvd INCLUDING SUPPORTING BEAMS AND,JOISTS 0 HR. OCCUPANCY: MERCANTILE (RESTAURANT WITH OCCUPANCY St L LESS THAN 50 PER SECTION 303.1.1) MATERIAL LEGEND DRAWING INDEX CLASSIFICATION: - LEVEL 2 ROOF CONSTRUCTION ALTERATION INCLUDING SUPPORTING BEAMS AND,JOISTS 0 HR. COVER SHEET st 7 7- OCCUPANT LOAD: DINING AREA 10 C ry BRICK (IN PLAN WOOD BLOCKING A Se - 1 11 -0 -ni SERVING AND PREPARATION AREA 4 TENANT SEPARATION WALL PER SECTIOIN 708 SHALL BE (DISCONTINUOUS) ARCHITECTURAL .�Vavnotsl =�i sa OFFICE 1 1-HOUR WOOD BLOCKING D.1 DEMOLITION PLAN MISCELLANEOUS STORAGE, ETC. 1 CONCRETE 46- (DISCONTINUOUS) I A.1 FLOOR PLAN TOTAL 16 GENERAL NOTE REGARDING DESIGN WITHIN THE PLYWOOD edar S1 WINDBORNE DEBRIS ZONE: A.2 REFLECTED CEILING PLAN AND LIFE SAFETY PLAN NUMBER OF STORIES: ONE Oak EARTH FINISHED WOOD dak TENANT AREA: THE EXISTING WINDOWS AND DOORS HAVE A.3 BUILDING SECTIONS AND EXTERIOR ELEVATION Oak St --M ;, 1,286 SF pk In REMOVABLE METAL SHUTTERS TO PROTECT FROM RIGID INSULATION A.4 MISCELLANEOUS INTERIOR DETAILS Pine St CONSTRUCTION TYPE: TYPE V, B WINDBORNE DEBRIS. THIS SHUTTER SYSTEM WILL rri DRAFTING CONVENTIONS REMAIN IN PLACE AND THE SHUTTERS WILL BE STORED 01 C1 say PLUMBING fb BUILDING HEIGHT: 17' (APPROX.) magnoua IN THE STORAGE ROOM WITHIN THE TENANTS SPACE. Magn OFFICE P.1 PLUMBING FLOOR PLAN ', Jarboe Park FIRE PROTECTION SYSTEM: NONE 1 ��rth Ave 108 DOOR NUMBER MARK: P.2 LEGEND, SCHEDULE AND DETAILS ,,/��THIS MARK DESIGNATES DOOR 108A THE ARROW DEFINES THE ROOM TO WHICH THE DOOR NUMBER IS MECHANICAL ASSOCIATED M.1 HVAC FLOOR PLAN CLOSET -1 0_9_. M.2 HVAC SCHEDULE AND SPECS. ELECTRICAL U -0 SITE PLAN E.1 LIGHTING AND POWER PLANS NOT TO'iCALE E.2 POWER RISER, PANEL SCHEDULE, LEGEND AND DETAILS E.3 LEGEND, DETAILS AND NOTES o7 Tenant Buildout for: Lee's Ice Cream 299-2 Atlantic Blvd. Atlantic Beach, Fl. Architecture by: LA NE ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 202 Jacksonville, Florida 32204 904.355.9020 Architect of Record: Jeffrey M. Lane, No. 12715 Mechanical & Electrical Engineering by: Powell & Hinkle Engineering 1409 Kingsley Avenue Building 12A Orange Park, Florida Engineers of Record: Robert Hinkle, PE No. 29302 Galton Mok, PE No. 33192 Lane Hinkle, PE No. 48076 Thomas Elder, PE No. 56121 Rich. Mathews, PE No. 59418 L -A EXIS11NG DEMISING WALL TO REMAIN EXISTING EXTERIOR STEEL COLUMNS TO DASHED LINES REMAIN -ONCRETE WOOD INDICATE WALLS, DOORS, ETC. TO 0 BE REMOVED REMOVE EXISTING APPROX. 2" TALL WOOD FLOORING TRANSITION BETWEEN WOOOD FLOORING AND REMOVE EXISTING CONCRETE SLAB 22' HIGH REMOVE PARTIAL STORAGE UNITS HEIGHT PARTITIONS EXISTING EXTERIOR WALLS TO REMAIN Revisions: Date: 6.6.07 File: LEEICECREAMPLAN DEMOLITION PLAN APPROX DEMOLITION PLAN NORTH SCALE: 3/8' = 1--0- D . I Tenant Buildout DOOR SCHEDULE INTERIOR FINISH SCHEDULE for: DOOR FRAME DOOR DOOR NO. DOOR SIZE MATERIAL MATERIAL ELEVATION REMARKS ROOM NO. SPACE FLOOR BASE WALLS CEILING REMARKS Lee's 101A (EXIST.) 3'-O*x 6'-8" WOOD/GLASS WOOD A SEE NOTE 1 103A 3'-O"x 6'-8" S.C.W H.M. C 101 SALES AREA C.T. VINYL PGWB P 2 x2 Ice 104A 3'-O"x 6'-8" S.C.W H.M. B 102 ICE CREAM PREP. AREA VINYL P 2 x 2 105A (EXIST.) 3'-O"x 7'-0" H.M. H.M. C SEE NOTE 2 103 HALLWAY VINYL P 2 x 2 Cream 104 UNISEX BATHROOM C.T. PGWB REFER TO ELEVATIONS FOR TILE WAINSCOT 299-2 Atlantic Blvd. 106B 3'-O"x 6'-8" S.C.W H.M. C Atlantic Beach, Fl. 107A 3'-O"x 6'-8" S.C.W H.M. C 105 KITCHEN VINYL 2 x 4 106 OFFICE VINYL 2 x 4 DOOR SCHEDULE ABBREVIATIONS AND NOTES 107 STORAGE ROOM VINYL 2 x 4 Architecture by: S.C.W. SOLID CORE WOOD (MASONITE) ICE CREAM H.M. HOLLOW METAL FINISH ABBREVIATIONS AND NOTES KITCHEN OCCUPANCY= PREP.AREA OCCUPANCY= 265 SF AT 289 SF AT NOTE 1: DOOR 101A AT FRONT ENTRANCE IS TO BE RE-USED. DOOR OPENING IS TO BE LOWERED APPROX. 2" VCT VINYL COMPOSITION TILE 1:200 = 3 1:200 = 3 TO MATCH HEIGHT OF EXTERIOR PAVING. INSTALL NEW HEADER TO FILL GAP. PEOPLE PEOPLE NOTE 2: DOOR 105A AND THE ASSOCIATED HOLLOW METAL FRAME AT BACK ENTRANCE ARE TO BE EXAMINED CT CERAMIC TILE (PORCELAIN) PGWB PAINTED GYPSUM WALLBOARD 010 F-1 I I lul P 2 x 2 PAINTED, SUSPENDED 2 x 2 CEILING GRID AND PANELS ARCHITECTURE NOTE 3: ALL DOORS SHALL HAVE LEVER TYPE PULLS IN ACCORDANCE WITH CHAPTER 11 OF THE FLORIDA. Lane Architecture, P.A. V, BUILDING CODE. COORDINATE ALL OTHER HARDWARE REQUIREMENTS WITH THE OWNER. 2 x 4 SUSPENDED 2 x 4 CEILING GRID AND PANELS 1022 Park Street, Suite 202 0 @ NOTE 4: EXISTING HURRICANE PANELS ARE TO BE RETAINED ON SITE AND FINAL INSTALLATION OF EXTERIOR Jacksonville, Florida 0 DOORS SHALL NOT INTERFERE WITH THE PROPER OPERATION OF THE PANELS. 45 0 FINISH NOTES: 32204 1300 1. COORDINATE ALL FINISH MATERIALS WITH THE OWNER. 904.355.9020 SALES AREA NOTE: 00 Cl BOTH EXTERIOR 2" M. FRAME SEE 2. COORDINATE NTH THE OWNER FOR CERAMIC TILE INSERT TO BE Architect of Record: 11 OCCUPANCY= 10 DOORS ARE 36" SCHEDULE INSTALLED BY OTHERS IN THE FLOOR. Jeffrey M. Lane, No. 12715 0 WIDE PROVIDING NE F EXIT CAPACITY GENERAL PLAN NOTES: Mechanical & Electrical @ FOR 180 OCCUPANTS __J Engineering by: 1. ALL DIMENSIONS ARE TO FACE OF STUDS AT NEW WALLS Powell & Hinkle Engineering AND TO FINISH FACE AT EXISTING WALLS, U.N.O. 2. ALL INTERIOR WALLS SHALL HAVE 1/2- GWB ON 1409 Kingsley Avenue STORAGE OCCUPANCY 1 OFFICE OCCUPANCY 1 EACH SIDE OF 25 GA. 3 5/8- METAL STUDS AT Building 12A Clod16" 0.C. Orange Park, Florida 106 @ @ Engineers of Record: Robert Hinkle, PE No. 29302 Galton Mok, PE No. 33192 Lane Hinkle, PE No. 48076 LIFE SAFETY PLAN DOOR ELEVATION A DOOR ELEVATION B DOOR ELEVATION C Thomas Elder, PE No. 56121 SCALE: 1/8"= I'_0" EXISTING 10 LITE 2 PANEL MOULDED DOOR FLUSH DOOR Rich. Mathews, PE No. 59418 FRENCH DOOR (MASONITE OR EQ.) (MASONITE OR EQ.) 27'-8" < WALL MOUNTED COMPRESSOR FOR WALK-IN FREEZER 1110111 F-a: __9 E F71 I - Li NEW 6'-8" x 5' RAMP FOR SERVICE ACCESS KITCHEN ICE CREAM PREP. AREA FOOD SERVICE EQUIPMENT BY THE OWNER WALK-IN FREEZER BY THE A> 61-1" OWNER 79-8" E _ :1 F_ -1 0 0 El 00 20-010 �1� 0 UNISEX 6" it L -1 BATHROOM 1 104 -1 A 10 F- 7 SALES AREA NOTE; EXISTING CLI S, CHANNELLS, 101 FASTENERS, ETC WH H ARE PROTECTION OF ALL OPENINGS FROM WIND BORNE DEBRI IS TO REMAIN <A OFFICE !L I L FEC F_ -1 IN PLACE STORAGE RM. F-1 06_j /A\ L I V-10" HALLWAY 2'-10" T 1 103 -1 3'-0" WIDE GATE BY CABINET A301 MANUFACTURER A301 H C 1 r S -on 7'-1 1/2 CUT SLAB AS REQUIRE 0 MAKE _U To DOOR THRESHOLD FL H TO EXTERIOR PAVERS (DROP APPROX. 1 Revisions: ------73r 3/4") FIRE EXTINGUISHER FOR TYPE K (KITCHEN) HAZARD FIRE EXTINGUISHERS FOR TYPE A HAZARD SHALL B� STORAGE SPACE FOR XFURNISHINGS BY SHALL BE EQUAL TO JL INDUSTRIES "SATURN 15 SIE REFLECTED CEILING WOOD MOULDING EQUAL TO EQUAL JL INDUSTRIES "COSMIC 5E" - 2A-1013C AB EXISTING COVERED WALKWAY NO EXISTING STORM OTHERS WET CHEMICAL (6 LITER) ON EXPOSED METAL PLAN FOR WALLS TO BY FRASIER MILLWORKS - MOUNT MULTI-PURPOSE DRY CHEMICAL IN SEMI-RECESSED WORK 6ED SHUTTERS. BRACKET - MOUNT WITH BOTTOM OF EXTINGUISHER EXTEND TO ROOF DECK AT 8'-0" A.F.F. TO TOP OF TRIM CABINET EQ. TO JL INDUSTRIES ACADEMY NO 1027 AT 40" A.F.F. FOR OWNER SUPPLIED ARTWORK (3 1/8" REQUIRED DEPTH IN 3 5/8" STUD WALL) SUPPORT SYSTEM MOUNT WITH BOTTOM OF CABINET AT 40" A.F.F. GENERAL FLOOR PLAN NOTES: 1. ALL DIMENSIONS TO EXISTING WALLS ARE TO FINISHED FACE. ALL Date: 6.6.07 DIMENSIONS TO NEW WALLS ARE TO FACE OF FRAMING. 2. ALL NEW INTERIOR WALLS SHALL INCLUDE 1/2- GWB EACH SIDE OF 25 GA. File: LEEICECREAMPLAN 3 5/8- METAL STUDS AT 16" O.C. - INSTALL 6- METAL STUDS AT WET WALL OF UNISEX BATHROOM FLOOR APPROX. FLOOR PLAN PLAN NORTH SCALE: 3/8" = I'-0" 07 An I Tenant Buildout for: Lee's Ice CEILING FIXTURE LEGEND Cream 299-2 Atlantic Blvd. RECESSED DOWNLIGHT Atlantic Beach, Fl. 2 x 2 RETURN OR EXHAUST DIFFUSER SURFACE MOUNTED LIGHT FIXTURE Architecture by: LOW VOLTAGE, RECESSED DOWN LIGHT V TRACK LIGHT SYSTEM 2 x 2 SUPPLY DIFFUSER LA 2 x 4 RECESSED x FLUORESCENT - WITH MOISTURE RESISTANT RATING NE (KITCHEN APPLICATION) ARCHITECTURE Lane Architecture, P.A. WALL SCONCE MOUNTED AT 1022 Park Street, Suite 202 5-8" A.F.F. TO CENTER OF Jacksonville, Florida LAMP IN RESTROOMS 32204 904.355.9020 EXIT LIGHT Architect of Record: CEILING NOTES: Jeffrey M. Lane, No. 127 15 1. NOT SHOW IS THE 1-HOUR GWB CEILING SUPPORTED AT THE BOTTOM CHORD OF THE Mechanical & Electrical EXISTING ROOF TRUSSES. REFER TO BUILDING SECTION FOR DETAILS. Engineering by: Powell & Hinkle Engineering 2. REFER TO THE ELECTRICAL DRAWINGS FOR PRELIMINARY LIGHT FIXTURE SELECTION - 1409 Kingsley Avenue FIXTURES ARE FOR PRICING PURPOSES ONLY AND ORDERING OF FIXTURES SHALL NOT Building 12A BE MADE UNTIL APPROVED BY THE ARCHITECT. Orange Park, Florida Engineers of Record: Robert Hinkle, PE No. 29302 Galton Mok, PE No. 33192 Lane Hinkle, PE No. 48076 Thomas Elder, PE No. 56121 Rich. Mathews, PE No. 59418 26'-8" INSTALL 3 5/8" METAL STUD FRAMING AT 24- O.C. FROM ROOF DECK TO 7'-6- AHU ABOVE ALIGN FASCIA NTH COUNTERTOP 1/2" GWB ON 2 112- METAL STUD A.F.F. (APPROX. 2- ABOVE TOP OF WALK-IN FREEZER - INSTALL 1/2- GWB SUSPENDED CEILING BELOW FRAMING AT 16" O.C. - SUPPORT FROM FROM BOTTOM OF WALL TO 4" ABOVE THE SUSPENDED CEILING - FOOD AND BELOW FIRE "TRUSSES" ABOVE - DO NOT SUPPORT SERVICE SUPPLIER TO INSTALL STAINLESS STEEL SKIRT TO CLOSE OFF GAP RATED CEILING FROM 2 x 8 ROOF FRAMING 6 OPEN FROM TOP OF WALK-IN UNIT TO A A— ROOF DECK ABOVE 0 0 p') + (01 _Too,� 00 ED 11 -J I X 8 0 71 COORDINATE MOUNTIN3 HEIGHT OF MONI"OR NTH THE OWNER TYP. ALL MONITORS ED 1z< V V \V )y y V V V V y V 36' T Revisions: NEW WALL TO TERMINATE AT ALL NEW WALLS ARE TO NEW METAL STUD WALLS ARE TO ALL 2 x 2 GRID AND CEILING PANELS ARE TO EXTERIOR SOFFIT - NO WORK THIS AREA CEILING W1IERE SHOWN HATCHED - EXTEND TO THE ROOF SUPPORT AHU ABOVE CEILING - BE PAINTED BLACK - PAINT PANELS PRIOR TO TYP. DECK UNLESS NOTED REFER TO HVAC DRAWINGS INSTALLING ON GRID OTHERWISE 0 Date: 6.6.07 File: LEEICECREAMPLAN REFLECTED APPROX. REFLECTED CEILING PLAN CEILING PLAN NORTH SCALE: 3/8" = F-ON A02 Tenant Buildout for: Lee's Ice Crea 299-2 Atlantic Blvd. Atlantic Beach, Fl. Architecture by: LA C:) ARCHITECTURE EXISTING ROOF STRUCTURE TO BE INSULATED TO R-19 WITH ICYNENE (OR EQUAL) FOAM Lane Architecture, P.A. NE EXISTING PARAPET 1/2" GWB OIN 2 1/2- INSULATION 1022 Park Street, Suite 202 METAL FRAMIqG AT 16" EXISTING METAL FLASHING O.C. Jacksonville, Florida EXISTING 2 x 8 ROOF JOISTS Ox. 1 32204 �-VA.F.F. 904.355.9020 SPACED AT 16" O.C. -EVERY (AT MIDPOINT OF Architect of Record: THIRD JOIST HAS BEEN ROOF) REINFORCED AS A CUSTOM Jeffrey M. Lane, No. 12715 TRUSS WITH THE BOTTOM 1-HOUR SYSTEM OF RESILIENT METAL CHORD AT 12'-0" A.F.F. CHANNELS SCREWED TO THE BOTTOM CHORD Mec anica ec rica N 11 — I OF THE TRUSSES AND 5/8- FIRE RATED GWI3 - Engineering by: EXISTING PAINTED BRICK WALL EQ. TO UL. DESIGN NO. P545 - METAL Powell & Hinkle Engineering PROPOSED COMPRESSOR CEILING PLUNUM FOR CHANNELS ARE TO SPAN 48" 1409 Kingsley Avenue LOCATION - APPROX. 20" x DUCT`WORK AND WRING SUSPENDED CEILING - SEE REFLECTED CEILING Building 12A 20" x 20" SUPPORTED ON A PLAN Orange Park, Florida METAL BRACKET SUSPENDED CEILING - SEE 20 i Engineers of Record: REFLECTED CEILING PLAN IT FLAT SCREEN MONITOR BEYOND - SEE Robert Hinkle, PE No. 29302 00 REFLECTED CEILING PLAN AND BUILDING SECTIONS Galton Mok, PE No. 33192 00 Lane Hinkle, PE No. 48076 I EXISTING NON-RATED DEMISING WALL WITH 2 x EXISTING ELECTRICAL METERS TRACK LIGHT SYSTEM Thomas Elder, PE No. 56121 AND SUB-PANEL 4 WOOD FRAMING AT 16" O.C. - G.C. SHALL LL: INSTALL ONE LAYER OF 5/8"' FIRE RESISTANT Rich. Mathews, PE No. 59418 WOOD MOULDING TO LL: it-g" I EXISTING SECURITY PANEL SUPPORT ARTWORK CABLE V-2" 1 GYPSUM WALLBOARD TO BOTTOM OF TRUSSES T T T - G.C. TO SEAL ALL PENETRATIONS AS NOTED SYSTEM BELOW. TENANTS SIDE OF THE WALL SHALL BE BUILDT AS PER U.L. DESIGN NO. U305 - 00 REFER TO SECTION A403 ADJACENT TENANTS BUILDING EXTERIOR DOOR AND METAL EXISTING DOUBLE WYTHE FOOD SERVICE EQUIPMENT - REFER TO CANOPY BRICK WALL SAVOY-BROWN DRAWINGS APPROX. TOP OF ASPHALT INSTALL 4" FIBERGLAS BATTS; UP TO THE ROOFDECK I rj RENOVATION FOR NEW EXISTING TENANT SPACE TENANT NORTH NEXTERIOR ELEVATION SCALE: 1/4 1 -0 A302 BUILDING SECTION "B" SCALE: 3/8' F-0" rN CD ............ 1-HOUR RATED CEILING '1111��, SEE A403 COMPRESS FOR WALK-IN FREEZER MOUNTED TO EXERIOR FACE OF OUTSIDE WALL ON METAL BRACKETS SUSPENDED CEILING SYSTEM PAINTED GWB F FLAT SCREEN MONITOR - VERIFY LOCATIONS WITH TENANT HOLLOW METAL FRAMES AND STORAGE ROOM OFFICE SOLID CORE WOOD DOORS L PAINTED GWB (GYPSUM Revisions: DRYWALL) Gap SALES AREA ae� ........... 4" COVED VINYL VINYL BASE BASE - TYP. FOOD SERVICE EQUIPMENT RECESSED Date: 6.6.07 INTO WOOD CABINET WITH PLASTIC File: LEEICECREAMDETAILS LAMINATE VENEER BUILDING SECTIONS AND A3 0 1 BUILDING SECTION "A" EXTERIOR ELEVATION SCALE: 3/8" = V-0' A03 Tenant Buildout for: Lee's Ice Cream 299-2 Atlantic Blvd. Atlantic Beach, Fl. Architecture by: LA NE ARCHITECTURE Lane Architecture, P.A. 1022 Park Street, Suite 202 Jacksonville, Florida 32204 904.355.9020 Architect of Record: Jeffrey M. Lane, No. 12715 Mechanical & Electrical Engineering by: Powell & Hinkle Engineering 1409 Kingsley Avenue WALL MOUNTED Building 12A LIGHT FIXTURE 49-6" Orange Park, Florida C Engineers of Record: Robert Hinkle, PE No. 29302 29-6" 36" Galton Mok, PE No. 33192 10-6" Lane Hinkle, PE No. 48076 Thomas Elder, PE No. 56121 Rich. Mathews, PE No. 59418 0 0 x 00 u)Z C-4 Lr) CI-4 C1*4 C14 a) 6% MAX. TOE 40-3" 1'-Y 1'-Y CERAMIC 11LE OR SIMILAR MIN. KNEE __" (1--� MIN. FINISH - COORDINATE WITH CLEARANCE 8" CLEARANCE THE OWNER 5'-0" MIN. CLE T MIN. FLOOR SP V-5- MIN. T UNDERSIDE OF EXISTING A B ROOF DECK EXISTING 2 x 8 ROOF ATIONS A 402 RESTROOM ELEV FRAMING AT 16" O.C. SCALE: 3/8" F-0" R-19 SPRAYED INSULATION EQ. TO ICYNENE CUSTOMIZED ROOF TRUSS BOTTOM CHORD AT 48" O.C. TOILET ACCESSORY SCHEDULE 25 GA. 2 1/2" METAL MARK ACCESSORY ASI NO(SEE BELOW) SIZE RECESSED NOTES STUDS AT 16" O.C. TOILET PAPER HOLDER 0697-LGAL 18" x 5" NO ONE LAYER OF 5/8" FIRE NOT USED RATED GWB 1-HOUR GRAB BAR 3800 SERIES 36" x 54" NO "L" SHAPED GRAB BAR CEILING SIM. TO U.L. <9> DESIGN NO. P545, -% /+ <�> MIRROR 0605 18" W x 36" H NO SEE ELEVATION FOR MOUNTING HT. FUTURE EXTENSION OF NOTES: ASI = AMERICAN SPECIALTIES, INC; GWB MEN ADJACENT 1. THIS SCHEDULE IS FOR PRICING PURPOSES ONLY. COORDINATE YONKERS, NEW YORK - NOTE - G.C. MAY TENANT RENOVATES FINAL ACCESSORY SELECT10N WITH THE OWNER. C-4 SUBSTITUTE ALTERNATE MANUFACTURERS OF LL: 2. FINISH FOR ALL STAINLESS STEEL ACCESSORIES SHALL BE SATIN. TOILET ACCESSORIES. THE MODELS >�LL; INDICATED ARE FOR BUDGETING PURPOSES < 3.-ALL HANDICAP GRAB BARS SHALL BE MOUNTED AT 36" ABOVE THE FINISHED ONLY. CL FLOOR TO THE CENTERLINE OF THE GRAB BAR. INSTALL CONCEALED BLOCKING < TO SUPPORTGRAB BAR. 7'-8 NDED CEILING SEE REFLECTED 111 f f N,I 1V CEILING PLAN Uj Z EXISTING GWB OF W Ld Revisions: 1 LAYERS OF 5/8- FIRE RATED UNKNOWN THINKNESS GWB ON NEW TENANTS SIDE OF OR TYPE EXISTING 2 x 4 WOOD STUDS - INSTALL WITH NAILS AT 7" O.C. (REFER TO UL DESIGN NO. U305) 402B 10 2 x 4 STUDS AT 16" O.C. 74 , Date: 6.6.07 EXISTING TENANT A RENOVATION FOR -- File: LEEICECREAMDETAILS TO REMAIN NEW TENANT MISCELLANEOUS INTERIOR A 4 0 1 UNISEX,RESTROOM PLAN DETAILS SCALE: 3/8 = 1 1-0. A403 DEMISING WALL SECTION IF SCALE: 3" = U-0" A04 Tenant Buildout W M W for: 0: Lee's U) FS-1-1 W CD x — -- I a. A x LA Ice W 1 3- I FS-1 FS-1. W zp cr_ E 1 ]Lj� < % I F-3 E 1 F-1 Cream z 4" 4" lc=r...........Y-M 4 4 3, 1 299-2 Atlantic Blvd. 0 3" 3" 3" 4 fl III F= '09 z Etl L- -j CO Atlantic Beach,, Fl. L r-7\. z E-1 Architecture by: z E-1 L FS-1 -JL- z t --j- W FD-1 9 IE-1 EJ F E-11 F rF/ S LA V� 7L 1 Tz 4 IFS-1 5 W ICL F-4 6 TP-1 I -- I NE 0 1 F-1 3—ji) ARCHITECTURE X F- 3 Lane Architecture, P.A. F-2 00 1022 Park Street, Suite 202 CO-1 F I Jacksonville, Florida L 6 T� 32204 L—j 904.355.9020 Architect of Record: 0 Jeffrey M. Lane, No. 12715 0: a. (n L—_j z T 0 Mechanical & Electrical F= Engineering by Powell & Hinkle Engineering 0 a. CONNECT TO EXISTING 4" UNDERGROUND SANITARY. BACKFILL, COMPACT & 1409 Kingsley Avenue 0 REINSTALL VAPOR BARRIER. Building 12A CONNECT TO EXISTING VENT THROUGH THE ROOF. FIELD VERIFY SIZE AND Orange Park, Florida LOCATION. IF EXISTING VENT IS SMALLER THAN 4" PROVIDE NEW 4" VTR AT Engineers of Record: EXISTING VTR LOCATION. Robert Hinkle, PE No. 29302 0 EXISTING DOMESTIC WATER S;UPPLIES TO THIS AND ADJACENT TENANT Galton Mok, PE No. 33192 z SPACES TO REMAIN. 0 Lane Hinkle, PE No. 48076 (n CONNECT TO EXISTING DOMESTIC WATER SUPPLY, SERVING THIS TENANT Thomas Elder, PE No. 56121 Cn SPACE, LOCATED ABOVE CEILING. FIELD VERIFY SIZE AND LOCATION. 2 Rich. Mathews, PE No. 594 18 W Q WATER HEATER NTH DRAIN IPAN. TERMINATE PIPE FROM W a. T&P RELIEF VALVE & DRAIN PAN AT FLOOR DRAIN. z 1/2" TRAP PRIMER LINE. (D 1/2" DOMEs-ncWATER SUPPLY TO WATER FILTER SYSTEM. 1/2" FILTERED WATER SUPPLY TO ICE MACHINE. FIELD VERIFY ICE MACHINE CONNECTION SIZE AND LOCATION. W in in 1/2" DOMEs-ncWATER SUPPILY TO CARBONATOR/ SODA MACHINE. W FIELD VERIFY CARBON ATOR/SODEA MACHINE CONNECTION SIZE AND LOCATION. w �.A, A, CL x 1/2" DOMESTIC WATER SUPPILY TO DIPPERWELL. W FIELD VERIFY CONNECTION SI,ZE AND LOCATION. 194, W 1/2" DOMESTIC WATER SUPPILY TO DIPPERWELL. LOCATE IS MILLWORK IN AREA e--10" THAT WILL NOT INTERFERE WITH OTHER EQUIPMENT LOCATED IN MILLWORK. �- t, C8 D *N 1�'. 0 '000, 9 .0e PLUMBING FLOOR PLAN 0:�� E-1 z 10*1 0 CA SCALE: 1/40 V-O* SINK D FS-1 10 a N�< 0 1 b,. cr_ S. -A C,4 CL .0e 0#0 1 10 W IN Ir- 16 10, E-1 0 '00e 000 5 SINK W 7CO-2 1 %4% 0 04 1p .00e .000, E-1 0- Q,00o� z FS-1 FS-1 COMP 1 000 13 S IN K..."le voop CA a: E-1 -C I E-1 00 & .0e HAND HAND 00, 1#1 z .0e SINK FS-1 SINK (D ZE op -\bC13 W 00 F-3 z 1001 FS-1 5 .0e 190 100 z W CA L4 I FD-1 F-1 y %1%. 41 10 z C2)Z TP-1 T FD-1 o 3 F--2 F-2 Ao FS-1 11-� Tf000� 111ACO-1 3 F 1 3 F-4 0 0- E-1 U- 0 MOP E-1 C-41 SINK j cr_ MOP I W (D SINK CL 0 (D EXISTING DOMESTIC WATER SUPPLIES TO THIS AND ADJACENT TENANT ix SPACES TO REMAIN. Ck- FD-1 a Q CONNECT TO EXISTING DOMESTIC WATER SUPPLY, SER\i1NG THIS TENANT z SPACE, LOCATED ABOVE CEILING. FIELD VERIFY SIZE AND LOCATION. Revisions: 1"CW & 1"HW TO WATER HEATER NTH DRAIN PAN. TERMINATE PIPE FROM W 0 4; T&P RELIEF VALVE & DRAIN PAN AT FLOOR DRAIN. I C) CONNECT TO EXISTING 4" UNDERGROUND SANITARY. BACKFILL, COMPACT & CE (D 1/2" TRAP PRIMER LINE. W REINSTALL VAPOR BARRIER. In 1/2" DOMESTIC WATER SUPPLY TO WATER FILTER SYSTEM. LL Q CONNECT TO EXISTING VENT THROUGH THE ROOF. FIELD VERIFY SIZE AND 0 LOCATION. IF EXISTING VENT IS SMALLER THAN 4" PROVIDE NEW 4" VTR AT 1/2" FILTERED WATER SUPPLY TO ICE MACHINE. EXISTING VTR LOCATION. FIELD VERIFY ICE MACHINE CONNECTION SIZE AND LOCATION. z W M Q 1/2" TRAP PRIMER LINE. (D 1/2" DOMESTIC WATER SUPPLY TO CARBONATOR/ SODA MACHINE. D FIELD VERIFY CARBON ATOR/SODEA MACHINE CONNECTION SIZE AND LOCATION. f5 SANITARY RISER DIAGRAM in 1/2" DOMESTIC WATER SUPPLY TO DIPPERWELL. z NOT TO SCALE FIELD VERIFY CONNECTION SIZE AND LOCATION. W 1/2" DOMESTIC WATER SUPPLY TO DIPPERWELL. LOCATE IS MILLWORK IN AREA SEAL F- THAT WILL NOT INTERFERE NTH OTHER EQUIPMENT LOCATED IN MILLWORK. 6/ 6 /07 Date: 06.06.07 (n 0 DOMESTIC WATER RISER DIAGRAM 1366P1 01 File: 1366P101.DWG z NOT TO SCALE PLUMBING FLOOR PLAN cn po 1 0 0 C14 Tenant Buildout VACUUM RELIEF VALVE W WATTS MODEL N36 PLUMBING SPECIFICATION LEGEND (n for: W WALL CW/HW SUPPLY _j SEE PLAN FOR SIZE 1. SCOPE: PROVIDE A COMPLETE PLUMBING SYSTEM AS SHOWN ON DRAWINGS AND MEETING REQUIREMENTS OF -OS-CM FLOOR DRAIN PIPE RISERS (DROP) Lee's Cn APPLICABLE STATE AND LOCAL CODES. OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES. (n AND CONT. W FLOOR CLEANOUT -0 --0- PIPE RISERS (UP) 0: --- a- k�_ -4) 2. GUARANTEE: PROVIDE ALL NEW MATERIALS AND EQUIPMENT, AND GUARANTEE SAME AGAINST DEFECTS FOR A Ice x WALL CLEANOUT PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. AS FAR AS PRACTICAL, SIMILAR PRODUCTS SHALL BE BY ONE WALL CLEANOUT PIPE END (CAPPED) NTH STAINLESS MFG. TE-1, THERMAL -00 TRAPPED DRAIN S SANITARY SEWER LINE STEEL COVER PLATE cream EXPANSION TANK NTH WALL MOUNTING BRACKET. 3. CUTTING & PATCHING: ASSUME LIABILITY FOR CUTTING AND PATCHING. PROVIDE REQUIRED CHASES, SLOTS IT TRAP -----V VENT LINE 299-2 Atlantic Blvd. z AND OPENINGS FOR REQUIRED PIPE SLEEVES THROUGH WALLS. CUT CONCRETE FLOOR SLAB MERE REQUIRED FOR 0 LOCATION OF UNDER FLOOR SANITARY PIPING. COMPLETE ALL BACKFILL OF EXCAVATIONS AND COMPLETE ALL INV. EL INVERT ELEVATION JILVTR VENT THRU ROOF F= Atlantic Beach, Fl. z UNION CONCRETE FLOOR SLAB WORK, INCLUDING AREAS LEFT OPEN FOR FUTURE SERVICE CONNECTIONS, TO MATCH 0 SURROUNDING FLOOR LEVEL AND FINISH. COLD WATER HOT WATER z 0 (TYP-) 0 1� 11A UNION WALL HYDRANT Architecture by: 0 M 4. FIXTURES: SHALL BE AS SCHEDULED ON THE DRAWINGS. FIXTURE TRIM AND FITTINGS SHALL BE C.P. BRASS z TERMINATE DRAIN < SEE PLAN AND < a INCLUDING PIPING SERVING FIXTURES EXPOSED BEYOND FACE OF FINISHED WALL. PROVIDE STOPS IN WATER IPALL VALVE z DIAGRAM FOR -H W FROM T&P RELIEF SUPPLIES TO EACH AND EVERY FIXTURE. FIXTURE MOUN71NG HEIGHT SHALL BE AS SHOWN ON THE ARCH. _>*_ (EXCEPT OTHERWISE NOTED) S.A. SHOCK ABSORBER X VALVE AT FLOOR DRAIN PIPE SIZE 2 W DRAWINGS. 0 00 WATER I VALVE (NORMAL CLOSE) A.P. ACCESS PANEL LA U5 V_ z W a: HEATER j a TERMINATE DRAIN DRAIN 5. SANITARY PIPING: SOIL, WASTE AND VENT PIPING ABOVE AND BELOW GRADE SHALL BE POLYVINYL CHLORIDE PRESSURE RELIEF VALVE EXISTING SANITARY SEWER U_ (PVC), SCHEDULE 40, SOLVENT WELD JOINTS. SOIL AND WASTE VENT PIPING SERVING FIXTURES RECEIVING HIGH 0 FROM DRAIN PAN PAN TEMPERATURE HOT WATER SHALL BE EITHER SERVICE WEIGHT CAST-IRON HUB AND SPIGOT PATTERN OR SPUN EXISTING COLD WATER -------------- EXISTING VENT NE AT FLOOR DRAIN SERVICE WEIGHT CAST-IRON NO HUB, JOINTS MADE WITH STAINLESS STEEL CLAMPS AND NEOPRENE GASKETS. ARCHITECTURE EXISTING HOT WATER *!!�I- STRAINER/IFILTER PROVIDE MINIMUM 6' RUN OF CAST IRON PIPING. (NOTE: CEILINGS USED AS RETURN AIR PLENUMS, ANY NEW 0 Lane Architecture, P.A. 0: DETAIL WALL CLEANOUT 4" CONCRETE PAD EXISTINQ PVC PIPING LOCATED IN RETURN AIR PLENUMS SHALL BE INSULATED WITH 112" THICK ARMAFLEXJ --4%- CONTROL VALVE/1REGULATOR 1022 Park Street, Suite 202 --I SUPPORT ALL SOIL AND VENT STACKS AT BASE. FLASH ALL VENTS PASSING THROUGH ROOF WITH SHEET LEAD Jacksonville, Florida < NOT TO SCALE EXTENDING AT LEAST 6" OUT AROUND BASE AND AT LEAST 6" UP STACK INTO FLASHING COLLAR. PROVIDE 32204 C; CLEANOUTS AS SHOWN ON DRAWINGS AND REQUIRED BY CODE. USE SCREW TYPE CLEANOUTS FOR PIPING 904.355.9020 K, HEAVY-DUTY SCORIATED DETAIL WATER HEATER CONCEALED IN WALL WITH CHROMIUM PLATED BRONZE COVER PLATES. PLUMBING GENERAL NOTES M COVER WITH "CO" CAST IN NOT TO SCALE Architect of Record: F 6. WATER SUPPLY PIPING: ABOVE GRADE HOT AND COLD WATER SUPPLY PIPING SHALL BE CHLORINATED Jeffrey M. Lane, No. 12715 0 1. SEE SPECIFICA71ON FOR ADDITIONAL INFORMATION AND REQUIREMENTS. M - FINISHED FLOOR POLYVINYL CHLORIDE (CPVC), SOLVENT WELD JOINTS, SUITABLE FOR USE AT MINIMUM WORKING PRESSURE OF 160 13- 1 PSI AT 73 DEG. F. AND 100 PSI AT 180 DEG. F. PIPES 1/2- THRU 2" SHALL BE CPVC-CT (COPPER PIPE SIZE) 2. COORDINATE HVAC EQUIPMENT AND DUCT LOCATION NTH HVAC CONTRACTOR. Cn d MEETING TEST REQUIREMENTS OF SDR 11. PIPES LARGER THAN 2" SHALL BE CPVC SCHEDULE 80 NTH SCHEDULE SEE MECH DWGs. FOR ADDITIONAL INFORMATION. z Mechanical & Electrical 0 80 FITTINGS. BELOW GRADE COLD WATER SUPPLY PIPING SHALL BE CHLORINATED POLYVINYL CHLORIDE (CPVC)AS PREVIOUSLY SPECIFIED. WATER HAMMER ARRESTORS SHALL BE BELLOWS OR PISTON TYPE SIZED PER MFG. Engineering by: F= 1 3. DO NOT INSTALL PIPING ABOVE ELECTRICAL PANELS OR EQUIPMENT. < DRAIN LINE RECOMMENDATIONS. VALVES SHALL BE LINE SIZE UNLESS SPECIFICALLY SHOWN OTHERWISE. ALL EQUIPMENT COORDINATE ELECTRICAL PANEL AND EQUIPMENT LOCATION NTH ELECTRICAL x - Powell & Hinkle Engineering 0 SERVICE VALVES AND ALL a. WITH STAINLESS STEEL BALL AND NYLON SEAT. INSTALL B LL VALVES AT T KE-OFF FROM MAIN, UPS EAM OF W FLOOR GRATE 0 4. RUN ALL HORIZONTAL COLD & HOT WATER PIPING ABOVE CEILINGS UNLESS Building 12A 0 GASKETED ABS ALL EQUIPMENT CONNECTIONS, AND WHERE SHOWN ON DRAWINGS. PROVIDE UNIONS AT EACH THREADED VALVE, OTHER WISE NOTED. Orange Park, Florida (n CLEANOUT PLUG MOUNT FLUSH FIXTURE OR APPARATUS TO FACILITATE REMOVAL. TRAP PRIMERS SHALL BE SIMILAR TO PRIME-RITE AS I ADJUSTABLE NTH FLOOR AIR GAP 2 x md" MANUFACTURED BY PRECISION PLUMBING PRODUCTS, INC., OR AS SCHEDULED ON DRAWINGS. 5. INSTALL ALL WORK IN A NEAT AND WORKMANLIKE MANNER, USING ONLY Engineers of Record: HOUSING Robert Hinkle, PE No. 29302 U_ WORKMEN THOROUGHLY QUALIFIED IN THE TRADE OR DUTIES THEY ARE TO 0 7. INSULATION: INSULATE HOT WATER PIPING WITH 1" THICK ARMAFLEX AND COLD WATER PIPING WITH 1/2 Galton Mok, PE No. 33192 PERFORM. ROUGH W T! TE TH I -ORK WILL BE REJECTE z THICK ARMAFLEX PIPE INSULATION PER MANUFACTURERS' RECOMMENDA ONS INSULA ALL 0 ER PVC PIP NG 0 Lane Hinkle, PE No. 48076 LOCATED IN SUPPLY OR RETURN AIR PLENUMS WITH MINIMUM 1/2" THICK ARMAFLEX INSULATION. AT ALL EXPOSED 6. MAINTAIN A MINIMUM 10' CLEARANCE BETWEEN HVAC EQUIPMENT FRESH AIR Thomas Elder, PE No. 56121 Cn PIPING UNDER HANDICAPPED LAVATORIES AND/OR SINKS, PROVIDE PRE MOLDED VINYL INSULATION. INSULATION INTAKES AND SANITARY VENTS. SHALL BE "HANDI LAV-GUARD" INSULATION KITS AS MANUFACTURED BY TRUEBRO INC. OR APPROVED EQUAL. Rich. Mathews, PE No. 59418 0- TRUEBRO INC. PHONE NO. IS (203) 875-2868. ALL INSULATION MATERIALS SHALL MEET FLAME SPREAD AND 7. FIELD VERIFY ALL EXISTING PIPING AND PIPING CONNECTION SIZES AND PDRAIN N L A TR T11 I SMOKE DEVELOPED RATINGS PER NFPA BULLETIN 90-A WHEN TESTED IN ACCORDANCE WITH ASTM STANDARD E 84. LOCATIONS. EXCEPT OTHERWISE NOTED ON THE DRAWING, EXISTING CONCEALED z SPIGOT OUTLET .4- SMOKE DEVELOPED LESS THAN OR EQUAL TO 50, AND FLAME SPREAD LESS THAN OR EQUAL TO 25. PIPING NOT CONNECTED TO NEW PLUMBING SYSTEM OR FIXTURES SHALL BE \_LIFTOUT 8. PIPE HANGERS: PIPE HANGERS SHALL BE GALVANIZED STEEL CLEVIS HANGERS SELECTED "THIN THE CAPPED BEHIND FINISHED WALL OR BELOW FLOOR AND ABANDONED IN PLACE. MANUFACTURER'S PUBLISHED LOAD RATINGS AND SHALL BE AUTO-GRIP, FEE AND MASON, OR GRINNEL. HANGERS SEDIMENT FOR COPPER PIPE SHALL BE EITHER COPPER-PLATED TYPE OR THERE SHALL BE A SHIELD OF 4 POUNDS SHEET 8. PROPERLY CONNECT NEW PLUMBING SYSTEM AND FIXTURES TO EXISTING BUCKET LEAD TO COMPLETELY SURROUND THE PIPE TO PREVENT DIRECT CONTACT NTH THE HANGER. SUPPORTS FOR SYSTEM. PROVIDE NEW FITTINGS AS REQUIRED FOR PROPER CONNECTION. Cn PIPES WITH VAPOR BARRIER TYPE COVERING SHALL NOT CONTACT THE PIPE BUT SHALL SURROUND THE UNBROKEN In Uj COVERING. PROVIDE GALVANIZED STEEL SHIELDS NTH MITERED CORNERS PROPERLY FORMED TO THE JACKET 9. FIELD VERIFY EXISTING BUILDING STRUCTURAL. NOTIFY GENERAL CONTRACTOR W_ a. DETAIL ONE-WAY FLOOR CLEANOUT OUTSIDE DIAMETER BETWEEN HANGER CLEVISES AND THE LOWER 1/3 OF THE CIRCUMFERENCE. FOR RESOLUTION IF EXISTING BUILDING STRUCTURE IMPEDES PLUMBING x FLOOR SINK DETAI NOT TO SCALE INSTALLATION. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND SCALE: NTS 9. PIPE SLEEVES: PROVIDE PIPE SLEEVES OR CORE BORE FOR ALL PIPES PASSING THROUGH CONCRETE OR INSTRUCTION. MASONRY WALLS. SLEEVES THROUGH FLOOR SLABS OR FIRE WALLS SHALL BE GALVANIZED STEEL PIPE OF PROPER 10. DOMESTIC WATER SHUT-OFF VALVES LOCATED ABOVE DRY WALL CEILINGS CW SUPPLY, TO FIXTURE SIZE. FILL ALL SPACES BETWEEN PIPING AND SLEEVES PASSING THROUGH FIRE-RATED WALLS, FLOORS, OR D SEE PLAN FOR SIZE CEILINGS NTH MATERIAL CAPABLE OF MAINTAINING THE FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR CEILING. SHALL BE GROUPED TOGETHER TO PROVIDE ACCESS FROM SINGLE ACCESS 0 TP-1 TRAP USE METACAULK 950GW-1 OR APPROVED EQUAL CAULKING MATERIAL FOR PVC AND CPVC PIPING. PANELS IF POSSIBLE. PROVIDE WITH IDENTIFICATION TAG INDICATING AREAS THE F_ VALVE CONTROLS. PRIMER 10. ESCUTCHEONS: PROVIDE ESCUTCHEONS ON ALL FINISHED SURFACES WHERE PIPING PENETRATE. FASTEN _j z SECURELY TO PIPE OR PIPE COVERING. 0 UNION (TYP.) CEILING CW SUPPLY, TO FIXTURE PLUMBING EQ IPMENT SCHEDULE F= 1/2- BALL VALVE 0 ',�SEE PLAN FOR SIZE 11. TESTING: TEST ALL DRAINAGE AND VENT PIPING BEFORE FIXTURE INSTALLATION BY PLUGGING OPENINGS, D FOR FIXTURE CW a SUPPLY BEFORE TRAP FILLING ENTIRE SYSTEM WITH WATER, AND HOLD FOR AT LEAST 3 HOURS. IF SYSTEM IS TESTED IN SECTIONS E-1 0 PROVIDE AT LEAST AN 8 FT. HIGH STAND PIPE TO PROVIDE ADEQUATE PRESSURE. TEST ALL WATER SUPPLY EQUIPMENT PROVIDED AND INSTALLED BY OTHER. PLUMBING CONTRACTOR TO PROVIDE AND W I PRIMER CONNECTION a. PIPING USING THE SAME METHOD EXCEPT HOLD AT 125 PSIG PRESSURE FOR AT LEAST 2 HOURS. REMAKE ALL INSTALL ALL REQUIRED ACCESSORIES (ie. WALL SUPPLIES, SUPPLY LINES, DRAIN, P-TRAP, GAS W I 12XII 2 ACCESS r TP-1 TRAP PANEL LEAKING JOINTS AND RETEST UNTIL SYSTEMS PROVE TIGHT. THESE TESTS ARE MINIMUM AND ARE NOT INTENDED SUPPLY LINE, ETC.) FOR A COMPLETE FINAL CONNECTION TO EQUIPMENT. PRIMER TO BE LIMITING WHERE ADDITIONAL TESTING METHODS ARE REQUIRED BY GOVERNING AUTHORITY. TEST EACH F-1 0 1 FIXTURE FOR SOUNDNESS, STABILITY OF SUPPORT, AND SATISFACTORY OPERATION OF ALL ITS PARTS. WHITE VITREOUS CHINA FLOOR MOUNTED TANK TYPE WATER CLOSET WITH ELONGATED BOWL FOR W UNION (TYP.) I V) 1 12. STERILIZA11ON: AFTER TESTS ARE COMPLETE, FILL ALL WATER SUPPLY SYSTEMS NTH A 50 PPM AVAILABLE HANDICAPPED. AMERICAN STANDARD CHAMPION 16 %" H EL 1.6 MODEL 2002.012 WITH FLUSH D WALL 1/2" --�1/2" TRAP CHLORINE SOLUTION, ALLOW' TO STAND FOR AT LEAST 6 HOURS, AND FLUSH NTH CLEAN WATER. TANK TRIP LEVER MOUNTED ON LEFT HAND SIDE OR RIGHT HAND SIDE PER A.D.A. >_ PRIMER LINE REQUIREMENTS. LEFT HAND SIDE LEVER STANDARD AND AMERICAN STANDARD 4260.800 FLUSH z TANK FOR RIGHT HAND SIDE LEVER. PROVIDE TOILET NTH BEMIS 1955C OPEN FRONT SEAT < TO FLOOR/HUB AND BOLT CAPS. DRAIN F-2 13- MITE VITREOUS CHINA WALL HUNG LAVATORY FOR HANDICAPPED. AMERICAN STANDARD DECLYN (5 1 DETAIL TRAP PRIMER MODEL 0321.075 WITH AMERICAN STANDARD HERITAGE MODEL 5400.172V.V5 4" CENTER-SET z NOT TO SCALE FAUCET, MODEL 7723.018 OFFSET GRID DRAIN, 17 GA. POLISHED CHROME CAST BRASS P-TRAP, ZE LOOSE T-KEY WALL SUPPLIES AND HEAVY DUTY CHAIR CARRIER. PROVIDE UNIT NTH FINISHED FLOOR NON-AERATED VANDAL RESISTANT 0.5GPM SPRAY AND VANDAL RESISTANT WRIST' BLADE z 5 1/2" TRAP HANDLES. INSULATE DRAIN AND SUPPLY LINES TO MEET A.D.A. REQUIREMENTS. z PRIMER LINE F-3 W TO FLOOR/HUB FACTORY FABRICATED STEEL GREASE TRAP NTH 70 POUNDS GREASE CAPACITY AND SIZED FOR Lq DRAIN 35 GPM FLOW RATE. PROVIDE UNIT NTH INLET AND OUTLET PIPE CONNECTION SIZES AS y INDICATED ON THE DRAWING. J. R. SMITH 8035. z �F_ F-4 11 DETAIL TRAP PRIMER HOT WATER TEMPERATURE TEMPERING VALVE NTH INTEGRAL CHECK STOPS, REMOVABLE NOT TO SCALE CARTRIDGE NTH STRAINER. FURNISH UNIT WITH SHUT OFF VALVE, THERMOMETER AND UNIONS. B SYMMONS MODEL 5-50OB-102-PRVM-T-W. PROVIDE WITH VANDAL RESISTANT LOCKABLE FIELD VERIFY HANDLE. SET LEAVING WATER TEMPERATURE AT 110 deg. F. MAXIMUM. 0 OF CO-1 a- NUTS FOR HANGER DIMENSION WALL CLEAN OUT, J. R. SMITH 4472-U NTH VANDAL PROOF SCREW AND STAINLESS STEEL U_ ROD (TWO REQ'D) WASHER ATTACH TO BLDG. 0 STRUCTURE NTH WALL COVER. CO-2 ANCHORBOLT FLOOR CLEAN OUT, J. R. SMITH 4031-U NTH VANDAL PROOF TOP x 0 1/2"0 ANCHOR WALL FD-11 CL 0 BOLT FLOOR DRAIN, J. R. SMITH 2005-A-B-P-U WITH VANDAL PROOF TOP, SEDIMENT BUCKET AND cr_ WATER SUPPLY SEE PLAN 1/2" TRAP PRIMER CONNECTION. CL WATER SUPPLY TO FIXTURE FOR SIZE 1-1/2" FS-1 a Revisions: z L2"x2"xl/8" FOR FLOOR SINK, J.R. SMITH 3411-Cl NTH DUCO CAST IRON BODY, FULL GRATE, 6- DEEP W/ ACID PIPE HANGER SUPPORT RESISTANT INTERIOR, ANTI-SPLASH INTERIOR BOTTOM DOME STRAINER, SEDIMENT BUCKET AND THREADED VANDAL PROOF SECURE TOP. PROVIDE NTH MINIMUM 4" DEEP SEAL TRAP. 5: TRAP PRIMER HANGER ROD TP-11 W DIMENSIONS AIR FIXTURE UNIT STRUT CLAMP TRAP PRIMER, MIFAB MODEL MR-500 NTH MODEL MI-DU DISTRIBUTION UNIT (WHERE W VALVE MODEL PDI MIPS (APPROXIMATE) CHAMBER CAPACITY e__ (n 00 SIZE THREAD VOLUME PIPE HANGER 1-1/2" REQUIRED). Ij- -M--zz::I " 0 VACUUM BREAKER A B CLEVIS PIPE WH-1 PORT In. in. in. cubic in. HANGER COMMERCIAL GRADE U. L. LISTED ELECTRIC WATER HEATER NTH GLASS LINED 50 GALLONS z SUPPORT UNIT 1250-A A 1/2 5 1/4 1 1/8 3.5 1-11 1/2"0 ANCHOR STORAGE TANK. PROVIDE HEATER NTH MINIMUM 3" FOAM INSULATION AND HIGH EFFICIENCY HEATING ELEMENTS. BRADFORD WHITE COMMERCIAL MODEL M-11-50-15; 15KW, 240 VOLTS/1 D FROM WALL NTH 1250-B B 3/4 6 1/8 1 3/8 4.3 12-32 BOLT PHASE. PROVIDE WITH FACTORY PRE-CHARGED DIAPHRAGM TYPE EXPANSION TANK FOR EO: ANCHOR SCREW PIPE, SEE PLAN STEEL POTABLE WATER. WATTS MODEL DET-12. PROVIDE WITH WALL MOUNTING BRACKET AND INSTALL z TRAP PRIMER 1250-C C 1 8 1 3/8 6.5 33-60 FOR SIZE AND CHANNEL PER MANUFACTURE INSTRUCTION. :? L a P..p IMF., Uj DISTRIBUTION UNIT 1250-D D 1 10 5/8 1 3/8 10 61-113 LOCATION NOTE SEE SPEC. FOR PIPE SUPPORT SPACING. SEAL Date: 06.06.07 1250-E E 1 9 7/8 2 1/8 22.36 114-154 6/ 6 /07 1250-F F 1 13 7/8 12 1/8 1 34.4 155-330 ""�'��ROLLER PIPE DETAIL - PIPE SUPPORT 1366P201 HANGER NOT TO SCALE File: 1366P20l.DWG z 1/2- TRAP PRIMER LINES TO NOTES: LEGEND, < FLOOR RECEPTOR, SEE PLAN FOR W 1. SUGGESTED MANUFACTURER SHALL BE "WILKINS". SCHEDULE& a RECEPTOR LOCATION AND 2. "PDI" REFERS TO THE PLUMBING AND DRAINAGE INSTITUTE. NOTE SEE SPEC. FOR PIPE SUPPORT SPACING DETAILS (n NUMBER OF TRAP PRIMER LINES AND HANGER ROD SIZE REQUIREMENTS DETAIL TRAP PRIMER WATER HAMMER ARESTOR DETAIL - PIPE HANGER SUPPORT P02 0 NOT TO SCALE NOT TO SCALE NOT TO SCALE 04 6 Tenant Buildout W En W for: W DUCT HANGER STRAPS >_ (SECURE TO STRUCTURE) SUPPORT DUCT i Lee's (n FROM STRUCTURE (n TRANSITION DUCT TO W NTH HANGER STRAP SUPPORT DUCT FROM STRUCTURE W SUIT FAN OUTLET SPIN-IN FITTING NTH AIR CL DO NOT LAY ON LIGHT FIXTURES Ice x SCOOP AND LOCKING DAMPER W FLEX. CONN. FLEXIBLE OR CEILING. W (TYP.) OA DUCT CONNECTOR (TYP.) rM Cream STRUCTURE BD INSULATED SA z DUCT, SEE PLA LOCATE TOP OF THE 299-2 Atlantic Blvd. F=0 FOR SIZE SA DUCT TIGHT TO Atlantic Beach,, Fl. - .,�11 N, z RA DUCT AHU SA DUCT THE BOTTOM OF PRE-INSULATED STRUCTURE z SEE PLAN FOR UNIT ACCESS PANEL SUPPORT DUCT FROM FLEX. DUCT a DUCT SIZE STRUCTURE, DO NOT Architecture by: z LAY ON LIGHT SUPPLY DUCT < G) 2" x 1" UNISTRUT, FOR 1-5 TON AHU. FIXTURES OR CEILING. INSULATION z 3" x #5 CHANNEL FOR 6-15 TON AHU. TE W 0) CONDE SA DRAIN LINE REFRIGERANT LINES PRE-INSULATED FLEX U_ DUCT FROM MAIN SA 0 SECURE W/SHEET MINIMUM 18 GAGE STAINLESS STEEL OR MINIMU�M DUCT TO SA OUTLET METAL SCREWS CEILING 1/8- THICK FIBERGLASS TO FORM A 6" DEEP 1. SECURE UNISTRUT SUPPORT FROM WALL SEE PLAN FOR LOCATION INSULATION ARCHITECTURE S > LA tCONDENSAT NE -T / X MINIMUM SEAMLESS SECONDARY DRAIN PAN WITH FRAMING. Lane Architecture, P.A. (TYP. FOR 8) CEILING FAN, SEE FORMED AND SEALED CORNERS. EXTEND 4" BEYOND 2. REINFORCE WALL FRAMING FOR PROPER INSULATED SPIN-IN LAY-IN CEILING DIFFUSER PLAN FOR LOCATION UNIT ON ALL SIDES. PROVIDE FLOAT SWITCH TO SUPPORT OF AIR HANDLING UNIT. PRE-INSULATED FITTING NTH AIR SCOOP z rofl 1022 Park Street, Suite 202 AND SCHEDULE FOR SIZE SHUT DOWN UNIT AS SECONDARY DRAIN PAN FILLS. FLEX. DUCT, SEE Jacksonville, Florida < CEILING GRILLE PLAN FOR SIZE AND LOCKING DAMPER 32204 INTEGRAL WITH FAN CEILING 904.355.9020 PRE-WIRED, FACTORY MOUNTED SPEED Architect of Record: M CONTROLLER ACCESSABLE INSIDE FAN HOUSING. T DIFFUSER INSTALLATION DETAIL Jeffrey M. Lane, No. 12715 0 DETAIL TYPICAL AIR HANDLER UNIT UNIT MOUNTED DISCONNECT SWITCH. DETAIL SUPPLY AIR BRANCH, N.T.S. N.T.S. N.T.S. (n 18X18 ACCESS PANEL, REQUIRED FOR DRY WALL z CEILING OR INACCESSIBLE CEILING SPACE, SEE Mechanical & Electrical 0 ARCH. REFLECTED CEILING PLAN FOR LOCATION. P Engineering by: Powell & Hinkle Engineering 0 1409 Kingsley Avenue 0- W TYPICAL CEILING FAN MOUNTING DETAIL Building 12A 0 N.T.S. Orange Park, Florida Engineers of Record: Robert Hinkle, PE No. 29302 U_ Galton Mok, PE No. 33192 0 z Lane Hinkle, PE No. 48076 0 110000000 Thomas Elder, PE No. 56121 (n Cni (n G- -9 U Rich. Mathews, PE No. 59418 10"o 7 L W 16X14 RA : 14"0 CL G- 1 8 -0 G- 1 , 10"0 (D G— 1 10"o z 225 CFM 220 CFM G- 5 , 14 X 6 N Ll 125 CFM C- 2 350 CFM "I TYP. FOR L-L `7 3 EXISTING AHU-1 10"0. 14X 6 SA (D '00000 PROVIDE 8—jX7—j RUSKIN BV100 W L 8 X 8 W (n LOUVER. COORDINATE LOUVER HEIGHT 14X14 SA 14X12 SA (n 2 W NTH ARCHITECT. ----------------- OA---/ W 0 1 6 X 6 a. x 6"0 6X8 SA W L A0,11-�i W STAINLESS STEEL SHEET METAL GOOSE ALUMINUM JACKETING 4" F------17-11 G- 1 10"0 G- 5 . 12X 6 N NECK & FLASHING C I 1 220 CFM 265 CFM D �t 34 F,i ,A 1//ell (D 0 0 AHU=2 TYP. FOR 2 ROOF CURB 0 X14 SA 114X12 SA z __j 0 REFRIG. PIPING G- 2 7- 6X16 RA D ROOF T T-AHU-1 0 1 6X6 EA 6nO T-AHU-2 0 G- 5 , 8 X 6 N CC 4 a. EF-1 G- 2 G- 6 , 30X12 N 1610 CFM W X 8 6 EA 8X6 EA1 17 Q= FA W 0 DETAIL ROOF PENETRATION W N.T.S. (n PROVIDE 8-jX7-j RUSKIN BV100 WAL D LOUVER. COORDINATE LOUVER HEIGHT z NTH ARCHITECT. HVAC FLOOR PLAN z FE SCALE: 1/r 1 9-0* W W z z W Lq y z LEGEND FLAG NOTES: DUCT W/ SIZE SHOWN AHU AIR HANDLER UNIT 0 0- U_ G-3, 6X6 N 50 CFM. SUPPLY DUCT SA SUPPLY AIR 0 WATER DETECTOR MODEL WS-1 ONDENSING UNIT PROVIDE MOTORIZED DAMPER SET AT 200 CFM. DAMPER TO RETURN/EXHAUST DUCT RA RETURN AIR AS MFG. BY WAGNER W BE INTERLOCKED WITH AHU-2. DAMPER TO BE OPEN IN FLEX DUCT EA EXHAUST AIR CL PVC BALL VALVE OCCUPIED MODE AND CLOSED IN UNOCCUPIED MODE. 0 x A/C UNIT FEMALE HOSE CONNECTION ELBOW W/ TURNING VANES OA OUTSIDE AIR a- WITH SCREW-IN CAP PROVIDE 6X6 OA DUCT NTH BALANCE DAMPER SET AT 100 a /I CFM. tX:::E� DUCT TRANSIT10N EF EXHAUST FAN Revisions: z < PER EQUIPMENT G-4, 6X6 N 85 CFM. DUCT W/ BALANCE DAMPER THERMOSTAT W MANUFACTURER'S 0 ,,,-PRO\ADE 5/8" THROUGH 5: VIBRATION BLOCK REQUIRCE-MENT BOLTS A307 MIN. ON G-4, 6X6 N 25 CFM. [QG—X SUPPLY DIFFUSER X W T1 I I I L ALL FOUR CORNERS. V) -W RELOCATE EXISTING AHU-1. REROUTE REFRIGERANT LINES UG—X SUPPLY DIFFUSER ------N_CONDENSATE AS NEEDED. ROUTE CONDENSATE TO FLOOR SINK. SEE J 00 00 0 0 0 CORROSION-PROOF PIPE PLUMBING PLAN FOR LOCATION. T_ PVC CONDENSATE TRAP (MIN. 0 T 0 SUPPORT STRUT SYSTEM a-X RETURN/EXAUST GRILL z L PROVIDE GRILL NTH BLACK FINISH. COORDINATE NTH W 4" DEEP OR PER EQUIP. 18 INCH MINIMUM CLEARANCE 2 ARCHITECT. 1� SECONDARY REQUIREMENTS) AHU-2 TO BE MOUNTED ABOVE CEILING AND FASTENED TO D MANUFACTURER'S ABOVE ROOF STRUCTURE. 6/ 6 /07 (n 1366M101 z DRAIN PAN FLOOD MONITOR PROBE FULL HEIGHT WALLS. PROVIDE UNISTRUT FASTENED TO EACH W WALL NTH TWO UNISTRUTS SPANDING DISTANCE TO SEAL ROOF SUPPORT AIR HANDLING UNIT. FASTEN SECONDARY DRAIN Date: 06.06.07 PAN BELOW UNIT. SIZE UNISTRUT AND HARDWARE TO (n SECONDARY DRAIN PAN SUPPORT SUPPLIED AIR HANDLING UNIT WEIGHT. File: DWG 0 z HVAC N & CONDENSATE DRAIN DET EQUIPMENT SUPPORT STAND DETAIL < SCALE: 1 1*-0* FLOOR NTS PLAN M01 0 0 C14 Tenant Buildout W (n W for: (n Lee's (n W it a. x Ice W W Cream z 299-2 Atlantic Blvd. 0 EQUIPMENT SCHEDULE SPLIT SYSTEMS P Atlantic Beach, Fl. z HEATING. VENTILATING, AND AIR CONDITIONING SPECIFICATIONS APPROVED MANUFACTURER CARRIER z OUTDOOR SUMMER 967 DB 77 WB a 1. SCOPE: PROVIDE A COMPLETE HEATING, AND AIR CONDITIONING SYSTEM AS SHOWN ON DRAWINGS AND MEETING THE REQUIREMENTS OF APPLICABLE STATE AND LOCAL CODES. DESIGN WINTER 297 Architecture by: z TEMPERATURE SUMMER 750F < OBTAIN ALL PERMITS AND NECESSARY CERTIFICATES. INDOOR WINTER 72*17 z I 0 2. GUARANTEE: PROVIDE ALL NEW MATERIALS AND EQUIPMENT, AND GUARANTEE SAME AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. PROVIDE TYPE HEAT PUMP OR A/C H/P Cn LA W ADDITIONAL 4 YEAR GUARANTEE ON COMPRESSORS. EQUIPMENT OUTDOOR UNIT CU-2 0 NUMBER INDOOR UNIT AHU-2 U_ 0 3. VISIT THE SITE AND THOROUGHLY INSPECT CONDITIONS AFFECTING THE WORK BEFORE SUBMITTING BID. ASSUME RESPONSIBILITY FOR MEETING ALL EXISTING COND17IONS ENT. AIR DB/WB TEMP. 807/677 NE INCLUDING ACCESS AND WORK SPACE LIMITATIONS. COOLING SENSIBLE LOAD - MBH 25.3 ARCHITECTURE CAPACITY TOTAL LOAD - MBH 33 4. SUBMIT SHOP DRAWINGS OR CATALOG DATA FOR THE ARCHITECT'S APPROVAL BEFORE PURCHASING OR INSTALLING THE FOLLOWING: SPLIT-SYSTEM COMPRESSOR/CONDENSER Lane Architecture, P.A. Of UNITS, AIR HANDLING UNITS, VAV DAMPERS, SELF-CONTAINED DEDICATED OUTSIDE AIR ROOFTOP A/C UNITS INCLUDING ROOF CURBS, COMPUTER ROOM A/C UNIT, GRILLES, HEATING CAPACITY (AT 47 7) -MBH 34.5 1022 Park Street, Suite 202 --i AUXILIARY TYPE ELECTRIC Jacksonville, Florida < DIFFUSERS AND REGISTERS, DUCT SHOP DRAWING (WHERE DIFFERENT FROM DESIGN DRAWING), EXHAUST FANS, INSULATION, AND CONTROL SYSTEMS. HEAT CAPACITY 8KW 32204 6 TYPE CENTRIF. 5. PROVIDE FOUR (4) COMPLETE SETS OF A COMPILATION OF CATALOG DATA OF EACH MANUFACTURED ITEM OF EQUIPMENT USED IN THE MECHANICAL WORK. IN ADDITION TO FAN DRIVE DIRECT 904.355.9020 THE CATALOG DATA, INSTALLATION, OPERATING AND MAINTENANCE DATA AND BILL OF MATERIALS FOR ALL OPERATING EQUIPMENT SHALL BE SUBMITTED. EACH OF THE FOUR Architect of Record: =F SETS OF DATA SHALL BE BOUND IN LOOSE LEAF BINDERS AND SUBMITTED TO THE ARCHITECT BEFORE FINAL PAYMENT IS MADE. HP 112 Jeffrey M. Lane, No. 12715 0 x EXT. S.P. 0.5" 0- 6. MECHANICAL/ELECTRICAL COORDINATION: UNLESS SPECIFICALLY REQUIRED OTHERWISE, ELECTRICAL CONTRACTOR SHALL FURNISH, SET AND WIRE DISCONNECT DEVICES FOR AHU TOTAL 1200 V) AND AC UNITS, AND SHALL PROVIDE ALL POWER WRING. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL A/C CONTROL DEVICES AND CONTROL WIRING. FURNISH CFM OUTSIDE AIR 150 z DETAILED INFORMATION TO THE ELECTRICAL CONTRACTOR ON POWER WIRING REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT ACTUALLY PURCHASED AS SOON AS PRACTICAL. OUTDOOR UNIT Mechanical & Electrical 0 ELECTRICAL 240V/10 THIS SHALL INCLUDE ALL DIAGRAMS AND INSTRUCTIONS NECESSARY FOR THE ELECTRICAL CONTRACTOR TO MAKE CONNECTIONS PROPERLY. IF EQUIPMENT ACTUALLY PURCHASED FAN 240V/10 Engineering by: REQUIRES LARGER ELECTRICAL SERVICE THAN EQUIPMENT SCHEDULED, ARRANGE AND PAY FOR REQUIRED ELECTRICAL SERVICE CHANGE. PROVIDE ALL AIR CONDITIONING CONTROL DATA INDOOR UNIT 0 DEVICES, INCLUDING THERMOSTATS, AND COMPLETE ALL CONTROL WRING, INCLUDING FINAL CONNECTIONS. COORDINATE LOCATION OF EQUIPMENT, PIPING, AND DUCTWORK NTH 1HEATER 240V/10 Powell & Hinkle Engineering a- MODEL OUTDOOR UNIT 25HBR336AO03 1409 Kingsley Avenue X ELECTRICAL CONTRACTOR, FIRE PROTECTION CONTRACTOR, AND PLUMBING CONTRACTOR TO MAINTAIN CLEARANCE FOR EQUIPMENT MAINTENANCE, PREVENT INTERFERENCE IWITH 0 DUCT AND PIPING RUNS, AND TO PREVENT DUCTS AND PIPING FROM BEING INSTALLED OVER ELECTRICAL PANELS. IF INTERFERENCE DEVELOPS, THE ARCHITECT WILL DECIDE NUMBERS INDOOR UNIT FC4DNF036000 Building 12A Q WHICH EQUIPMENT, CONDUIT, DUCT, PIPING, ETC., MUST BE RELOCATED REGARDLESS OF INSTALLATION ORDER. TAKE RESPONSIBILITY FOR RELOCATING MECHANICAL WORK, IF SO EER OR (SEER) - MIN. Orange Park, Florida (n 0) ORDERED, INCLUDING ALL ASSOCIATED COSTS. WITHIN 30 DAYS FOLLOWING AWARD OF THE CONTRACT, REPORT TO THE ARCHITECT IN WRITING, ALL REAL OR POTENTIAL ERRORS, COP AT 47-F (HSPF) - MIN. (8.3) Engineers of Record: AMBIGUITIES AND/OR CONFLICTS ON THE MECHANICAL WORK OR BETWEEN THE TRADES AND OBTAIN AN AGREEMENT WITH THE ARCHITECT ON A SOLUTION. THOSE REPORTED Robert Hinkle, PE No. 29302 LL AFTER 30 DAYS, EXCEPT AS A RESULT OF UNFORESEEN CIRCUMSTANCES, SHALL BE RESOLVED AT THE DISCRETION OF THE ARCHITECT. REPORT CONFLICTS RESULTING FROM THE 0 PROGRESS OF WORK TO THE ARCHITECT IMMEDIATELY OR ACCEPT THE EXPENSE FOR CORRECTIVE WORK CAUSED BY FAILURE TO REPORT SUCH A CONFLICT. ACCESSORIES Galton Mok, PE No. 33192 z 0 Lane Hinkle, PE No. 48076 En 7. SPLIT SYSTEMS: PROVIDE COMPRESSOR/CON DENSER UNITS AS SHOWN ON DRAWINGS WITH THE CAPACITIES SCHEDULED. CAPACITIES SHALL BE COMBINED RATING AT ACTUAL (1)(2U3 (4) Thomas Elder, PE No. 56121 (n CONDITIONS ENTERING THE EVAPORATOR AND OUTDOOR AMBIENT TEMPERATURE. AIR HANDLING UNITS SHALL BE DRAW THROUGH TYPE WITH FILTERED INTAKE, COOLING COIL, NOTE: SIZE REFRIGERATION LINES PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS BASED ON Rich. Mathews, PE No. 59418 ELECTRIC HEATING COIL, FAN, MOTOR AND STARTER. UNITS SHALL BE PROVIDED WITH COMPRESSOR AND FAN CONTACTORS, MOTOR OVERLOAD PROTECTION FOR UNGROUNDED EQUIPMENT SIZE AND PIPING ROUTE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING OPTIONS AND W T1 0- LEGS, LOW AND HIGH REFRIGERANT PRESSURE CONTACTS, LOW OIL PRESSURE CUTOUT, COMPRESSOR AN -CYCLING RELAYS, LOW AMBIENT CONTROL, EVAPORATOR FREEZE ACCESSORIES RECOMMENDED BY MANUFACTURER FOR LONG-LINE OR BURIED LINE APPLICATIONS. z THERMOSTAT, LOW AMBIENT COMPRESSOR LOCKOUT BELOW 50 DEGREES F, TIME DELAY RELAYS FOR NON SIMULTANEOUS START OF MULTIPLE COMPRESSORS, AND COMPRESSOR MOTOR WINDING THERMOSTAT. NOTE 8. REFRIGERANT PIPING: INSTALL AND INSULATE ALL REFRIGERANT PIPING IN ACCORDANCE NTH A/C EQUIPMENT MFG. RECOMMENDATIONS FOR MINIMUM LOSS, OIL RETURN AND (1): SINGLE POINT POWER CONNECTION. SERVICE REQUIREMENTS. PROVIDE LIQUID LINE FILTER/DRYER AND MOISTURE INDICATOR SIGHT GLASS ON CONDENSING UNIT. PIPING MATERIALS SHALL BE TYPE "L" HARD DRAWN (2): PROVIDE PROGRAMMABLE THERMOSTAT. W COPPER NTH WROUGHT COPPER FITTINGS, REFRIGERANT GRADE. TRAP ALL SUCTION RISERS FOR PROPER OIL RETURN. AFTER COMPLETION OF THE ENTIRE SYSTEM AND BEFORE (3): ROUTE CONDENSATE TO FLOOR SINK. SEE PLUMBING PLAN FOR LOCATION. in in ANY PIPE IS COVERED, TEST THE EN71RE REFRIGERANT CIRCUIT (LOW SIDE AT 150 PSIG AND HIGH SIDE AT 300 PSIG) TO ASSURE SYSTEM TIGHTNESS. REMAKE LEAKING JOINTS (4): LOCATE CONDENSING UNIT ON ROOF. W Ix AND RETEST. AFTER COMPLETION OF TESTING, EVACUATE AND CHARGE THE SYSTEM UTILIZING UNIT MFG. APPROVED PROCEDURE. a. x W 9. CONDENSATE DRAIN PIPING: PROVIDE COPPER CONDENSATE PIPING OUTSIDE BUILDING AND PVC CONDENSATE PIPING INSIDE BUILDING. RUN PIPING AS NOTED ON DRAWING. W PROVIDE A VALVE, FEMALE HOSE CONNECTION NTH HOSE THREAD CAP AND RUBBER WASHER, AND 4- DEEP TRAP TO PREVENT BACK SUCTION INTO THE AIR UNIT AS DETAILED EQUIPMENT SCHEDULE - FAN ON DRAWINGS. APPROVED MANUFACTURER LOREN COOK CO. D 0 10. DUCT WORK: HVAC DUCT WORK SHALL BE GALVANIZED SHEET STEEL. FABRICATE SHEET METAL DUCT WORK IN ACCORDANCE WITH LATEST EDITION OF "HVAC DUCT EQUIPMENT NUMBER EF-1 CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" AS PUBLISHED BY SMACNA AND DESIGNED FOR 1-1/2" W.G. MINIMUM STATIC PRESSURE. HVAC SUPPLY AND RETURN DUCT CHANGES IN DIRECTION, INCLUDING TEES, SHALL BE MADE NTH MITERED ELBOWS FITTED NTH CLOSELY SPACED TURNING VANES DESIGNED FOR MAINTAINING CONSTANT VELOCITY MOUNTING TYPE INLINE z THROUGH ELBOW. CHANGES IN DIRECTION IN RETURN DUCTS MAY BE MADE NTH RADIUS ELBOWS INSTEAD OF MITERED ELBOWS AND TURNING VANES. TYPE CENTRIFUGAL 0 F= DRIVE DIRECT 0 11. FLEXIBLE DUCT SHALL BE PRE-INSULATED TYPE, LISTED BY UNDERWRITERS' LABORATORIES, INC., CLASS 1 DUCTS, AND SHALL CONFORM TO NFPA BULLETIN 90-A. D 0 INSULATION SHALL BE THE REQUIRED THICKNESS AND MATERIAL TO PROVIDE A MINIMUM THERMAL RESISTANCE "R" OF 5.0 WHEN DUCT IS LOCATED IN AT11C SPACES ABOVE THE FAN RPM 1461 0 BUILDING INSULATION AND 3.3 MEN LOCATED BELOW THE BUILDING INSULATION UNLESS OTHERWISE NOTED ON THE DRAWINGS. x CFM 100 CL W S.P. .25 Ir 12. DUCT INSULATION: DUCT INSULA71ON SHALL BE THE REQUIRED THICKNESS AND MATERIAL TO PROVIDE A MINIMUM THERMAL RESISTANCE "R" OF 6.0 WHEN DUCT IS LOCATED IN HP .009 X ATTIC SPACES ABOVE THE BUILDING INSULATION AND 4.2 WHEN LOCATED BELOW THE BUILDING INSULATION UNLESS OTHERWISE NOTED ON THE DRAWINGS. THESE R VALUES ARE 0 "AS-INSTALLED" MINIMUMS. INSULATION NOMINAL THICKNESS SHALL NOT EXCEED 2 FLEXIBLE EXTERNAL INSULATION SHALL HAVE AN "AS-PACKAGED" R VALUE NOT LESS THAN MOTOR VOLTS/PHASE 120V/10 W (n 25% GREATER THAN THE REQUIRED "AS-INSTALLED" VALUE AND SHALL HAVE A DUPLEX LAMINATED, REINFORCED ALUMINUM FOIL VAPOR BARRIER. RIGID EXTERNAL INSULA11ON D SHALL HAVE AN "AS-PACKAGED" R VALUE NOT LESS THAN THE REQUIRED "AS-INSTALLED" VALUE AND SHALL HAVE ALL SERVICE JACKET (ASJ) FACING. INSULATE ALL SHEET MODEL NUMBER GN-140 >_ ACCESSORIES/REMARK (1)(2)(3)(4)(5) z METAL SUPPLY, AND RETURN AIR DUCTWORK LOCATED IN CONCEALED SPACES AND BACKS AND NECKS OF DIFFUSERS NTH FLEXIBLE EXTERNAL INSULATION. INSULATE ALL SHEET METAL SUPPLY AND RETURN AIR DUCTWORK LOCATED IN AREAS EXPOSED TO VIEW WHETHER AREAS ARE AIR CONDITIONED OR NOT, AND RETURN AIR PLENUM FOR VERTICAL AIR NOTE HANDLING UNITS NTH SEMI-RIGID EXTERNAL INSULATION. LAP ALL JOINTS A MINIMUM OF 2" WITH GLASS CLOTH AND EMBED GLASS FABRIC IN COAT OF WHITE MASTIC AND a: COVER GLASS FABRIC WITH MITE MAS71C (DUCT TAPE SHALL NOT BE USED). ADHERE INSULATION TO DUCT WITH ADHESIVE APPLIED WITH A 2" WIDE BRUSH AT 8" ON CENTERS. (1): BACK DRAFT DAMPER ON DUCTS OVER 24" ON ANY SIDE, ADDITIONALLY ATTACH INSULATION TO DUCTWORK ON BOTTOM AND SIDES NTH GRAHAM PIN STUDS AND SPEED WASHER OR STICK CLIPS (2): SPEED CONTROLLER. PLACED 18" ON CENTER EACH WAY. 3 : UNIT MOUNTED DISCONNECT. z 4 : WALL CAP R W 5 : LIGHT SWITCH CONTROLLED. W 13. PIPE INSULATION: REFRIGERANT SUCTION PIPING SHALL BE 3/4" THICK, PRE-FORMED, FLAME-RETARDANT, NITRILE RUBBER BASED ELASTOMERIC INSULATION SIMILAR TO z ARMSTRONG FR ARMAFLEX, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. COVER PIPE INSULATION LOCATED OUTSIDE BUILDING WITH BANDED ALUMINUM 5 z JACKETS. INSTALL AND SECURE ALUMINUM JACKETS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. W tq 14. FLAMMABILITY: ALL INSULATION MATERIALS AND COATINGS SHALL MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS PER NFPA BULLETIN 90-A WHEN TESTED IN y ACCORDANCE WITH ASTM STANDARD E84. SMOKE DEVELOPED LESS THAN OR EQUAL TO 50, AND FLAME SPREAD LESS THAN OR EQUAL TO 25. ALL COATINGS AND MASnCS z EQUIPMENT SCHEDULE DIFFUSERS, GRILLES & REGISTERS SHALL BE NONFLAMMABLE IN THE WET STATE. NOTES: SEE ARCH. REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING DIFFUSERS. 15. AIR DISTRIBUTION EQUIPMENT: AIR DISTRIBUTION DEVICES SHALL BE SELECTED TO DELIVER INDICATED VOLUME OF SUPPLY AIR WITHOUT EXCEEDING THE AVAILABLE THROW AND ALL FLEXIBLE DUCT CONNECTIONS TO RECTANGULAR DUCT TO BE SPIN-INS WITH AIR SCOOP WITH AN NC RATING NOT EXCEEDING 30, INCLUDING HALF OPEN DAMPER. SUBMITTAL DATA SHALL INDICATE PERFORMANCE OF SELECTED DEVICES INCLUDING AIR QUANTITY, AND BALANCE DAMPER. NECK SIZE AS SHOWN ON THE DRAWNGS. PATTERN, THROW, PRESSURE DROP, SOUND LEVEL, FINISH, DIMENSIONS AND CONSTRUCTION. SUPPLY DIFFUSERS AND RETURN GRILLS SHALL BE AS SCHEDULED ON DRAWINGS APPROVED MANUFACTURER: TI S (EXCEPT AS NOTED 0 AND SHALL HAVE BAKED ENAMEL FINISH NTH COLOR SELECTED BY ARCHITECT. 0- EQUIP. NO. MOUNTING TYPE MODEL NUMBER ACCESSORIES/REMARKS U_ G-1 LAY-IN CEILING (SUPPLY) TMS (24X24) (1) 0 16. EXHAUST FAN SHALL BE OF SIZE, TYPE AND CAPACITY INDICATED ON THE DRAWINGS. POWER SUPPLY SHALL BE AS SCHEDULED. THE COMPLETE UNITS SHALL BE APPROVED BY THE UNDERWRITERS' LABORATORIES AND BE IN FULL ACCORDANCE WITH ALL PROVISIONS OF THE NATIONAL ELECTRIC CODE. FAN CONTROL SHALL BE BY TRANE TRACKER G-2 LAY-IN CEILING (RETURN PAR (24X24) (1) CONTROL SYSTEM. G-3 LAY-IN (RETURN/EXHAUST) 25RL-NT AG-35 DAMPER W 0- G-4 LAY-IN (SUPPLY) 250 AG-15 DAMPER, BORDER TYPE 3 (2) 0 17. TEST, BALANCE AND OPERATION: PROVIDE TEMPORARY FILTERS PRIOR TO OPERATING EQUIPMENT. TEST AND BALANCE ALL AIR SYSTEMS IN ACCORDANCE NTH AABC x G-5 SIDEWALL (SUPPLY) 272RS AG-35DAMPER CL NATIONAL STANDARDS. PROVIDE 24-HOUR OPERATIONAL TESTS TO SATISFACTION OF OWNER, INSTRUCT OWNER, AND PROVIDE OPERATING, PARTS LIST, AND MAINTENANCE a MANUAL. AFTER CONSTRUCTION DUST HAS BEEN REMOVED FROM BUILDING BY TEMPORARY FILTERS, INSTALL NEW FILTERS. G-6 SIDEWALL (RETURN) 25RL AG-35 DAMPER Revisions: z < 18. LEAVE ALL SYSTEMS COMPLETELY OPERATIVE IN ALL DETAILS AND IN SATISFACTORY WORKING CONDITION, AS DETERMINED BY THE ARCHITECT. FURNISH AND INSTALL AS (1): WHERE USED IN GYP BOARD CEILINGS, PROVIDE ANGLE FRAME FOR CUT OPENING AND USE W LAY-IN TYPE DIFFUSER. PART OF THIS CONTRACT ALL APPARATUS AND MATERIAL OBVIOUSLY A PART OF THE SYSTEMS AND NECESSARY FOR THEIR OPERATION. (2): PROVIDE RECTANGLE TO ROUND TRANSITION FOR FLEX CONNECTION. W 19. EQUIPMENT IDENTIFICATION: PROVIDE IDENTIFICATION NAMEPLATES ON ALL MECHANICAL RELATED EQUIPMENT INCLUDING CONTROL DEVICES, GIVING THE NAME AND NUMBER OF Cn THE ITEM OF EQUIPMENT TO WHICH IT IS CONNECTED. U_ 0 z W M D 6/ 6 /07 z 1366M201 W SEAL Date: 06.06.07 F_ Cn 0 1 1 He: DWG z HVAC SCHEDULES AND SPECS (n M02 o Tenant Buildout W (n W for: Lee's W x a. Ice X W W Cream z 299-2 Atlantic Blvd. 0 F= I Atlantic Beach, Ff. A L-S 00000000' Fii L_ JL_j z --------- F_T_-I E 11 C11 Architecture by: z -----LAN NL L JL J NL FREEZ-_R G G ill H! z 0 LTG. 0 A A A W L---J A U_ HH! 41: J_� A r-1 ELir-------ir---- --- -.e L J., 0�0 L---J A G V*4 IRCHITECTURE _=C _j L__ V__j 1 C L -c- + C C Lane Architecture, P.A. G r__ --- 11 L____ ------L_ / r J 1022 Park Street, Suite 202 L_J P2-4 r -1--i Jacksonville Florida L--- I r 32204 6 EL L i 8 �P:1,-2 904.355.9020 E2 r 1 I I NL11 Architect of Record: P Cl Jeffrey M. Lane, No. 12715 0 A A A A 0- L__J E2 V) M 11 NL NL I G --- _j I I I I , -- -I-_ .--j - Mechanical & Electrical rl FqR fA LA NE U z 10.01 0 L F= __j E2 Engineering by: Powell & Hinkle Engineering 0 1409 Kingsley Avenue ce_ 0 TO FAN Building 12A 0 D Orange Park, Florida (n -----------J.1 I I Engineers of Record: Robert Hinkle, PE No. 29302 0 Galton Mok, PE No. 33192 z Lane Hinkle, PE No. 48076 0 LIGHTING PLAN (n Thomas Elder, PE No. 56121 (n SCALE: 1 le V-01" Rich. Mathews, PE No. 59418 CK W NOTES: a. 1- SEE ARCH REFLECTED CEILING PLAN FOR EXACT LOCATION L------------------------ z OF ALL CEILING LIGHT FIXTURES. 2. ALL EXIT LIGHT FIXTURES ARE TYPE 9EI UNLESS OTHERVMSE INDICATED. 3. CONFIRM CONFIGURATION OF LIGHT SWITCHING WITH OWNER BEFORE ROUGH-IN. W (n En W x �z W W D NOTE 1 0 NOTE 2 NOTE 4 P-25 z NOTE 6 0 ---------- IF D 96* 0 r-_T_-1 GF1 m P P. 2 L--------- L a. N W L-A-J 9 EXISTING NOTE 7 F 7q _0��T f- V I tj T IL I In I ill -n7 WALK-IN TCU-1 I I r 11 P-29 Typ. GF1 P-30 P-32 P-2 0 FREEZER (ON ROOF) C4 in 04 W CONDENSING P-.j,36 P-13 V) UNIT (L IL CL CL CL D EXISTING AHU-1 =1 J� >_ r----------- _j r z CU-2 SHOW WINDOW ir--------ir-------- F-1 r BELLSOUTH P-36 P-35 (ON ROOF) L J I r--i 11 11 1 1 1 //1 ()( RECEPTACLE I I W-------JL--------- I - GF1 L AT CEILING r F r P-15 ENTRY ---------------- -I P-10 a: NOTE 14 P-39 V" P-17 II - L__j CIII CN in II -, VIL V P-19 71 z COF) NOTE 5 1 Fx I P-31 W WH F-----1—D P-1 P-1 8 z r W ENC. BKR. P TBE, P-34 OVERHEAD SERVICE �9 ENTRANCE CONDUCTORS z SEE POWER RISER I GF1 I FE l------4--- P-14 SHOW WINDOW P2-8 L=:==j L----JL--- j RECEPTACLE P2-1 AT CEILING F_ TO LIGHTS 0 CL 96w LA_ j --------- 0 KWH METER I.G. k I.G. 96 W a- 0 EXISTING JEA ICY- a. POWER POLE a W/ XFMRS Revisions: z < POWER PLAN W SCALE: 1/4* = V-0* L NOTES: W (n 1. JUNCTION BOX AT 89-6w, CONNECT TO DOOR HEATI LIGHTS, SWITCH 12. PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NOT PROVIDED BY JEA IN U_ 0 ALARM, PRESSURE RELIEF PORT ON WALK-IN FREEZER. ACCORDANCE WITH JEAOS INSTALLATION POLICIES, SPECIFICATIONS AND PROCEDURES 2. JUNCTION BOX AT 8-6 CONNECT TO EVAPORATOR COIL WITHOUT ADDITIONAL COST. z W 3. JUNCTION BOX AT 8-6 CONNECT TO COMPRESSOR. 13. CONTACT COMCAST PRIOR TO ROUGH-IN TO DETERMINE EXACT LOCATION D 4. JUNCTION BOX AT 8-6 9 CONNECT TO RECEPTACLE ON EVAP. COIL OF CONNECTION POINT TO BLDG SERVICE. ALL CABLE TV WORK SHOULD BE f5 FOR DRAIN LINE HEAT TAPE. DONE IN ACCORDANCE WITH COMCAST PRE-WIRE SPECIFICATIONS. (n z 5. PROVIDE CONNECTION TO ICE CUBER. 14. CONTACT BELLSOUTH PRIOR TO ROUGH-IN TO DETERMINE EXACT LOCATION W 6. STUB-UP TO J-BOX AT 5* ABOVE FINISHED FLOOR. PROVIDE CONNECTION OF CONNECTION POINT TO BLDG SERVICE. CONTACT IS RICK MCCOY AT (904) 363-7045. SEAL Date: 06.06.07 F_ TO MILLWORK RECEPTACLE. SEE DETAIL (n 7. J-BOX AT 96w FOR OWNER PROVIDED SECURITY SYSTEM. 0 8. COORDINATE NTH MECHANICAL CONTRACTOR AND MECHANICAL DRAWINGS File: 1366E101.DWG z FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT. LIGHTING & < 9. OVERHEAD SERVICE ENTRANCE SHALL BE INSTALLED GENERALLY AS INDICATED. POWER x PLANS a 10. CONTACT JEA FOR MATERIAL DELIVERY AND TO REVIEW PROPOSED INSTALLATION Cn METHODS PRIOR TO START OF ANY WORK. EXACT LOCATIONS, AND EQUIPMENT TYPES ARE ALL SUBJECT TO APPROVAL BY THE JEA. CONTACT IS MARK RESOS AT 665-5685. En I 0 11. PROVIDE DEMOLITION PERMIT TO REMOVE EXISTING ELECTRICAL SERVICE(S) ON 0 SITE TO JEA PRIOR TO START OF MY DEMOLITION. 6/ 6 /07 C14 1366E1 01 6 X NEW OVERHEAD Tenant Buildout W (n BY UTILITY COMPANY W for: W_ SERVICE >_ EQUIPMENT -EQUIPMENT Lee's W GROUNDING BUS x 0 0- Ice x NEUTRAL-----e- W BUS NOTE 5 W 1 V OF SLACK 2 SETS W Cream < .3/0 BUILDING Z 1�-1#3 GND. STEEL 299-2 Atlantic Blvd. 0 IN 2 1/2*C. FULL SZE GROUND I= NEW SERVICE WEATHERHEAD CONDUCTOR. Atlantic Beach, Fl. Z AND METER. Z COOLER AREA 20!-0" EX07HERMIC 0 1 MINIMUM WELD METALLIC Architecture by: Z 2 SETS < 3-#3/p UNDER GROUND Z IN 2 1/20C. WATER PIPE 0 FULL SIZE V5 W a F U_ 0 -4 U LA NE LC14C ARCHITECTURE X 3/4,! x 10' (D I WPER CLAD Lane Architecture, P.A. 7x 1 1 1 P P2 GROUND 1022 Park Street, Suite 202 KWH RODS. Jacksonville, Florida < METER 0 El 32204 6 400A T/S GROUNDING DETAIL 904.355.9020 ENC. I Architect of Record: M BKR. NO SCALE :F Jeffrey M. Lane, No. 12715 0 W NOTES: 0. TIMESWITOi 1. FULL SIZE GROUND MEANS THAT GROUND CONDUCTOR SIZE SHALL T-ni Cn GRADE NEMA 3R- BE AS SHOWN ON SERVICE EQUIPMENT POWER RISER DIAGRAM. Z Mechanical & Electrical 0 I= Engineering by: < I I 1 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL cr_ BE MEASURED, TO ASSURE THAT GROUND VALUE OF 10 OHM MAXIMUM Powell & Hinkle Engineering 0 a. RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE 1409 Kingsley Avenue X #1/0 IGND PROVIDED TO MEET SPECIFIC VALUE. 0 Building 12A 0 1� PER NEC 250 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD Orange Park, Florida V) CONNECTIONS. Engineers of Record: U_ PROPOSED POWER RISER 4. PROVIDE ALL GROUNDING AND BONDING AS REQUIRED BY NEC 250. Robert Hinkle, PE No. 29302 0 NO SCALE 5. PROVIDE GROUND TO TELEPHONE BACKBOARD AND OTHER EQUIPMENT Galton Mok, PE No. 33192 Z Lane Hinkle, PE No. 48076 0 NOTES: AS REQUIRED. 1. PROVIDE ALL MATERIALS AND LABOR TO REMOVE EXISTING Thomas Elder, PE No. 56121 Rich. Mathews, PE No. 59418 100A 10 PANEL AND FEEDER. W 0- Z LOAD CALCULATION DATE 5/31/07 PROVIDE BREAKER SIZE TO MATCH AHU/CU NAMEPLATE. W Electrical Contracto Phone SURF MOUNTED 240/120 Ve 1 PH9 3 Wo 400 AMP, MAIN LUGS Project Manager_JEFFREY LANE Phone 355-9020 W PANEL- P x TOP FEED 109000 A.I.C. Builder or Owne Phone 0. x W SERVING AWG KVA AMP6T CKT�AMP KVA AWG Property Addre -2 ATLANTIC BLVD. 0 SERVING ss W SIZE Ll L2 OAD SIZE Project LEE'S ICE CREAM Permit # FS PAN%L P2 11.7 1Q0 1 2 ZO 33.5 1 j2 1 EVAP COIL 3 T1 3 Use of Building COMMERCIAL 4 D Commercial-X--Large Residential-Number of Meters 0 COMPqESSOR 19 4 5 6 ZO 2.3 HARDENIN2 CABINET Overhead X Underground--Underground Up Pole 7 8 LIGHTS-WALK-IN FREEZER 1;2 1.2 20119 10 20 0.6 12 RECEPTS- Square Footage of Building 1100 -Unmetered Main Z DRAIN HEAT TAPE 1.2 20 1111 , 12 20 1.21 1 SECURITY Lightning Load VA x Square Feet X 0 VA x Square Feet COOKIE OVEN 10 2.1 25 113 - 14 20 0.4 1 OFFICE VA x Square Feet CARBONATOR 12 0.8 20 15 16 20 10.4 TOILET 0 RECEPTS-DISPENSER 1 0.61.20 17 - 18 7P 6.8 0 SOFT SERY, CABINET Demand Factors x - J- CL ICECUBER 1.4 20 19 20 Non-General Illumination Loads: W Ix DISPLAY CABINET . 1.2 20 21 22 20 1.3 12 REqfPTS;-BgJDER x VA - RECEPTS-P.O.S. 0.2 20 23 24 20 1.3 1 x VA DISPLAY CABINET 1.3 20 25 26 20 0.6 1 REFR. COUNTERTOP W Show Window Lighting Linear Feet x 200 VA (n RECEPTS-P.O.S. 0.2 20 27 28 20 0.9 1 DRINK MIXER 14100 D Other Outlets x 180 VA >_ I TV 1 10.5 20 29 30 20 1.0 FOUNTAINETTE Demand Factors Z TV 0.5 20 31 32, 20 0.5 WARMER Multiple Outlet Assembly 180 VA per 5 feet TV 0.5 20 33 - 341 20 0.8 1 F RECEPTS-TBB CU,-2 1 j2 4.3 *1 35 36 ZQ 13.0 1 j2 EXISTINP CU-1 Cooking Equipment V 37 - 38 Water Heaters 15000 x 100% 15000 15.0 Sp 139 40 6P 111.5 1 EXISTIN9 AHU-1 Sign Circuits X 1200 VA Z rx V 141 42 Motor Loads: Size HP Quanitity 1 PH: 3 PH: W 5 1 X 3900 W Z TOTAL CONN. LOAD- 71.8 KVA <82.4 - 30.2 52.2> 52.2 + .65 (30-2) 71.8 Z W CONTROLLED BY TIMESWITCH. PROVIDE BREAKER SIZE TO MATCH AHU/iCU NAMEPLATE. 25% of Largest Motor Z x PANEL- P2 SURF MOUNTM 240/12OV, 1 PH9 3 We 100 AMP, MAIN BKR Heat Load: Size VARIES Quant. 2 1 PH 3PH_ 20200 TOP FEED 1 01,OW A.I.C. A/C Load: Size -Qua nt. -1 PH_3PH_ SERVING AWG KVA AMPICKT CKT AMP KVA AWG SERVING A/C Ht Pmp: SizeVARIES Quant. 2 1PH X 3PH- 7300 SIZE AD Ll L2 AD SIZE Other Loads WALK-IN FREEZER 9800 0 ICE CREAM EQ. 9500 CL AHY-2 8.7 2 20 1.0 12 URITS- U_ 3 4 20 1.51 1 1 0 SPARE 20 5 6 20 0.1 - EXTERIOR Notes r8o, rol. 20 7 8 20 0.4 12 RECEPTS-SHOW WINDOW W CL 20 9 - 10 20 SPARE Tota I VA 71800 0 SPACE 11 12 20 Voltage 240Z1 20 Phase 1 Total Amps 299 13 14 20 15 16 SPACE Wire Size 2 SETS: 3-0/0 Revisions: Z 71800 < 17 - - 18 , Total 1 PH Load W /-'N Total 3 PH Load 19 20 21 22 W 1 123 F�7- 24 V Engineer: T.M. ELDER -License #: 56121 U_ R"istemd Prof"Wonal "Inw 0 TOTAL CONN. LOAD- 11.7 KVA Z W 2 D f� Cn Z W SEAL Date: 06.06.07 F_ Cn 0 File: 1366E20I.DWG Z POWER RISER PANEL SCHEDULE LEGEND &DETAILS E82 0 0 C4 6/ 6 /07 1366E201 Tenant Buildout W En ELECTRICAL LEGEND W for: M ELECTRICAL NO >_ TO TELE SERVICE 1. SCOPE: PROVIDE A COMPLETE ELECTRICAL SYSTEM AS SHOWN AND MEET THE FLUORESCENT FIXTURE Lee's (SEE SITE PLAN) REQUIREMENTS OF APPLICABLE CODES AND ADA. OBTAIN AND PAY FOR ALL PERMITS, W 0 INCAND OR FLUOR FIXTURE x INSPECTIONS AND CONNECTIONS NECESSARY FOR THIS WORK. 1-2*C. a. Ice x 0 EXIT LIGHT W 2. SITE INSPECTION: VISIT THE SITE AND THOROUGHLY INSPECT COND171ONS U W AFFECTING THE WORK BEFORE SUBMITTING BID. ASSUME RESPONSIBILITY FOR MEETING QQ EMERGENCY BATTERY LIGHT W_ Crea < ALL EASTING CONDITIONS INCLUDING ACCESS AND WORK SPACE LIMITATIONS. COLIN A z 1 ac 3/40C $M SWITCH— MOTION 299-2 Atlantic Blvd. 0 3. GUARANTEE: PROVIDE ALL NEW MATERIALS AND EQUIPMENT9 AND GUARANTEE 3/4-OC MILLWORK 210! F= 0 MOTION SWITCH — CEILING MOUNTED Atlantic Beach, Fl. z SAME FOR 10NE YEAR FROM DATE OF ACCEPTANCE. TELE/bATA OUTLET Tee TYPICAL (COORDINATE NTH [1] TV OUTLET — SEE DETAIL z 4. PANELBOARDS SHALL BE MOLDED CASE CIRCUIT BREAKER TYPE WITH COMPLETELY TV OUTLET MILLWORK INSTALLER WALL 0 DEAD FRONTS ENCLOSED IN CODE GAUGE9 GALVANIZED SHEET STEEL CABINETS WITH NOTE I AND OWNER) TYPICAL 0 DIMMER SWITCH Architecture by: z ADEQUATE WIRING GUTTERS TOP, BOTTOM AND SIDES. NEUTRAL BUS BARS SHALL BE < 100% RATED9 INSULATED FOR PANELBOARDS SHOWN WITH NEUTRAL. FRONT TRIM TELE/DATA OUTLET $3 23 WAY SWITCH z SHALL CONTAIN HINGED DOOR WITH KEYED LOCK AND CATCH. DOOR SHALL BE i T V) PROVIDED WITH PLASTIC ENCLOSED CIRCUIT DIRECTORY. UPON COMPLETION OF T 46 TO ELECT On DUPLEX WALL RECEPTACLE, 16" AFF TO BOTTOM LA W a INSTALLATION9 CIRCUIT DIRECTORY SHALL BE TYPEWRITTEN INDICATING USAGE AND FLOOR SERVICE GND Wz DUPLEX RECEPT— 20AB. COUNTER U_ LOCATION OF CIRCUITS AS INDICATED ON DRAWINGS. INC 0 5. VOLTAGE SURGE SUPPRESSOR SHALL BE UL 1449 LISTED, AND SHALL MEET OR DOUBLE DUPLEX RECEPT NE �2 ARCHITECTURE EXCEED MAXIMUM FAULT CURRENT INDICATED FOR PANELBOARDS ON WHICH INSTALLED. 120Vt MILLWORK RECEPTACLE ADVANCED PROTEC71ON TECHNOLOGIES IN NEMA-3R ENCLOSURE NTH INTEGRAL Lane Architecture, P.A. DISCONNECT MODEL #TE/2HPS/DS FOR 24OV/1/3W SERVICES, OR APPROVAL EQUAL BY, TYPICAL 'GFI" GFI TYPE RECEPTACLE 1022 Park Street, Suite 202 LIEBERT9 OR INTERMATIC ONLY. PROVIDE AND INSTALL ALL WIRING/CONDUIT Jacksonville, Florida < CONNECTIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FLOOR STUBOUT > TELE/DATA WALL OUTLET, 16* AFF TO BOTTOM 32204 6 LEZDATA RISER plo. MILLWORK DATA OUTLET 904.355.9020 w 6. CIRCUIT BREAKERS: ALL TWO POLE BREAKERS SHALL BE THE COMMON TRIP TYPE. M CIRCUIT BREAKERS SHALL BE MOLDED CASE. WITH QUICK—MAKE AND QUICK—BREAK NO SCALE 0 JUNCTION BOX Architect of Record: T Jeffrey M. Lane, No. 12715 0 ACTION FOR BOTH MANUAL AND AUTOMATIC OPERATION,, WITH THERMAL MAGNETIC TRIP w /"� CIRCUIT—CONDUIT 0- ELEMENTS. Cn INSULATED CIRCUIT—CONDUIT UNDERFLOOR/GRADE z 7. OUTLET BOXES: OUTLET BOXES FOR SWITCHES, RECEPTACLES AND (LINE VOLTAGE) MAXIMUM (3) BUSHING BRANCH CIRCUIT HOMERUN Mechanical & Electrical 0 TELEPHONE./DATA OUTLETS IN FINISHED WALLS SHALL BE STANDARD GANG TYPE NTH N H SENSORS PER I= COVERS SIZED FOR BOX. WALL SWITCH OUTLETS SHALL BE FLUSH MOUNTED 48 POWER PACK Engineering by: INCHES ABOVE FLOOR TO TOP. RECEPTACLE AND TELEPHONE/IDATA OUTLET BOXES CONTROL AFF ABOVE FINISHED FLOOR Powell & Hinkle Engineering 0 SHALL BE FLUSH MOUNTED 16 INCHES ABOVE FLOOR TO BOTTOM, UNLESS OTHERWISE 1409 Kingsley Avenue CL x NOTED. N.EUTRAL EL EMERGENCY LIGHT Building 12A 0 TO 120V CKT 8. WRING DEVICES: ALL WRING DEVICES SHALL BE COMMERCIAL GRADE AND PRODUCT 0---- ---------- --- [:)J DISCONNECT SWITCH Orange Park, Florida (n I I .. .. .+.24V DC �.o OF ONE MANUFACTURER THROUGHOUT PROJECT EXCEPT AS OTHERWISE NOTED. DEVICE I MT/s TIME SWITCH Engineers of Record: COLOR SHALL BE WHITE. WALL SWITCHES SHALL BE 20 AMPERE, 120-277V, A.C.0 I Ll Robert Hinkle, PE No. 29302 U_ I TOGGLE HANDLE, QUIET TYPE, WITH SIDE OR BACK WIRING TERMINALS. SWITCHES TB8 TELEPHONE BACKBOARD 0 SHALL BE SINGLE OR MULTI—POLE AS INDICATED ON DRAWINGS. DIMMER SWITCHES Galton Mok, PE No. 33192 z Lane Hinkle, PE No. 48076 0 SHALL BE SOLID STATE LINEAR SLIDE TYPE WITH ON—OFF SWITCH. WATTAGE SHALL BE OCCUEANCY OCCUEANC C= PANELBOARD W AS INDICATED ON DRAWINGS OR AS REQUIRED FOR TOTAL WATTAGE OF THE Thomas Elder, PE No. 56121 CONNECTED.LAMPS. WALL OCCUPANCY SENSORS SHALL BE WALL MOUNTED COMBINATION SENSOR SENSOR CEILING WATER HEATER POWER PACK G Rich. Mathews, PE No. 59418 ULTRASONIC AND PASSIVE INFRARED TYPE, NTH INTEGRAL ON/OFF MANUAL SWITCH. W EF EXHAUST FAN 0- OCCUPANCY SENSOR SHALL BE LINE VOLTAGE AND INTRINSICALLY GROUNDING TYPE. 3/4* CONDUIT STUB—OUT i ABOVE CEILING z MANUFAC7URER SHALL BE SENSOR SWITCH MODEL #W`SD—PDT—W. OPEN AREA AND AHU AIR HANDLER UNIT CORRIDOR OCCUPANCY SENSORS SHALL BE CEILING MOUNTED COMBINATION ULTRASONIC SWITCHES AS INDICATED NOTE 1 AND PASSIVE INFRARED TYPE. SENSOR SHALL BE EQUIPPED WITH AUTOMA11C GAIN CU CONDENSER UNIT CONTROL THEREBY ALLOWING SELF CALIBRATION. CONNECT FOR USE VIA WALL SWITCH 0 GENERALLY AS INDICATED ON DRAWINGS. MANUFACTURER SHALL BE SENSOR SWITCH $3 $3 I.G. ISOLATED GROUND RECEPTACLE W MODEL #CM—PDT-10/CM—BOXPLATE NTH PP-20 POWER PACK. CONTRACTOR SHALL Cn Cn COORDINATE LOCATION IN FIELD TO MAINTAIN 5' CLEAR BETWEEN CEILING MOUNTED LIGHT W W_ SENSOR AND HVAC SUPPLY GRILLES. PROVIDE ALL MATERIALS, LABOR AND CL FIXTURE(S) 11 x ACCESSORIES REQUIRED FOR A COMPLETE INSTALLA71ON OF ALL OCCUPANCY SENSOR L W DEVICES. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. DUPLEX DUPLEX RECEPT -0-01 W RECEPTACLES SHALL BE STRAIGHT BLADE, 20 AMPERE 125V, A.C., OF GROUNDING TYPE, WITH SIDE OR BACK WRING TERMINALS. GFI TYPE RECEPTACLES NTH ITESr F CONNECTOR AND 'RESET BUTTONS SHALL BE PROVIDED WHERE INDICATED. DEVICE PLATES SHALL 4NX4"X2" BOX NTH D METAL DIVIDER PLATE 0 BE WHITE UNLESS NOTED OTHERWISE, FOR ALL FLUSH INSTALLED OUTLET BOXES IN CEILING OCCUPANCY SENSOR(S) iE FINISHED SPACES. SURFACE MOUNTED DEVICE OUTLETS SHALL BE FITTED NTH x APPROPRIATE SHEET STEEL OR CAST METAL COVER PLATES TO MATCH DEVICE AND CONTROL DETAIL TV OUTLET DETAIL z BOX. SPECIAL PURPOSE OUTLETS SHALL BE AS INDICATED ON DRAWINGS AND HAVE 0 MATCHING COVER PLATE. NO SCALE NO SCALE NOTES- 9. LIGHTIKG FIXTURES: LIGHTING FIXTURES SHALL BE FURNISHED AS SCHEDULED AND 1. COORDINATE MOUNTING HEIGHT WITH OWNER. 0 SHALL BE FACTORY VARIED, ASSEMBLED AND COMPLETE WITH NEW LAMPS. ALL Ix (D DIAGRAM NOTES: 01- FLUORESCENT FIXTURES SHALL BE EQUIPPED NTH COM CERTIFIED BALLASTS. W x 10. TIME SWITCH CONTROLS SHALL BE MULTI—POLE, SINGLE THROW, RATED 20 1. OCCUPANCY SENSOR SHALL BE TAIL—SAFE" TYPEs WITH MINIMUM 15 ix MINUTE DURATION. COMPLIANT FOR ILLUMINA11ON OF MEANS OF EGRESS 0 AMPERES PER POLE (MINIMUM), WITH ASTRONOMIC DIAL PROPERLY SELECTED FOR PER NFPA 101-7.8.1.2.2. NOTES: W LATITUDE OF INSTALLATION AND 16 HOUR (MINIMUM) SPRING RESERVE CARRY—OVER IN (n 1. WHERE 'EL: OR 'NL: IS INDICATED ON DRAWINGS PROVIDE FIXTURE WITH BUILT—IN D THE EVENT OF POWER FAILURE. TIME SWITCH SHALL BE INSTALLED IN NEMA-1 BATTERY UNIT FOR EMERGENCY LIGHTING (1100 LUMEN MIN. FOR 40 LAMPS). >_ SURFACE ENCLOSURE UNLESS OTHERWISE NOTED. FOR 9EL:/$NI: DOWNLIGHTS TEST BUTTON/LIGHT SHALL BE MOUNTED IN TOP OF z < 11. ELECTRICAL CONDUIT: INSTALL ALL WRING IN MINIMUM SIZE 1/2* CONDUIT. EMT DOWLIGHT REFLECTOR. CONNECT FIXTURE WRING AS FOLLOWS: SHALL BE USED GENERALLY FOR INTERIOR WRING. MC CABLE MAY BE USED WHERE 'EL!— FIXTURE OPERATES WITH LOCAL SWITCH. BATTERY UNIT OPERATES -ce TOTALLY CONCEALED AND PERMITTED BY CODE. FLEXIBLE STEEL CONDUIT SHALL BE EXHAUST FAN LAMPS ON FAILURE OF BRANCH CIRCUIT. USED FOR FINAL CONNECTION TO ALL MOTORIZED EQUIPMENT. ENT SHALL NOT BE *NL— LAMPS AND BATTERY UNIT CONNECTED AHEAD OF LOCAL SWITCH(ES) USED. TO OPERATE AS NIGHT LIGHT. z rx 2. PROVIDE DIMMING BALLAST. W 12. WIRE AND CABLE: ALL WIRING SHALL BE COPPER WITH THHN OR THWIN W z INSULATION. "RE SIZES NO. 6 AND LARGER SHALL BE STRANDED. a z (NOTE 1) W 13. BRANCH CIRCUITS: INSTALL ALL WRING IN CONDUIT AS SHOWN. NO SMALLER LIGHTING FIXTURE SCHEDULE Lq THAN NO. 12 SHALL BE USED FOR ANY BRANCH CIRCUIT. WRING FOR A/C EQUIPMENT MANUFACTURER LAMPS INPUT MOUNTING !4 AND OTHER MISCELLANEOUS EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MARK DESCRIPTION VOLT NOTE z (OR APPROVED EQUIVALENT) Nc4 TYPE WATTS (UNLESS OTHERWISE NOTED) THE DRAWINGS. A RECESSED DOWNLIGHT CALCULITE— 8023CCLWCU3 W/ BLACK FLANGE 120 11 42W TRT 42 RECESSED 2 14. GROUNDING: , PROVIDE ALL GROUNDING AND BONDING AS REQUIRED BY CODE. N----------------------- ----- UGHT B DECORATIVE CON TECH— CM600, WHITE FINISH 2 26W QUAD 60 PENDANT 2 ALTHOUGH NOT SPECIFICALLY INDICATED OR REQUIRED BY CODE, PROVIDE INSULATED (120V) rill I I GREEN GROUND CONDUCTOR FOR ALL BRANCH CIRCUITS. H I I FIXTURE(S) BLK REDw C RECESSED MR-16 CON TECH— CTR312 W/ BLACK FINISH,, FOR DIMMER I 5OW MR16 55 RECESSED 2 0 1 - a. 15. TELEPHONE/DATA CONDUIT SYSTEM: PROVIDE EMPTY CONDUITS, OUTLETS, D TRACK MR-16 CON TECH— MLT8 W/ BLACK FINISH, MLA1048LV STEM U_ BACKBOARD AND GROUNDING AS SHOWN. INSTALL PULL WIRE IN EACH CONDUIT. 11 50W MR16 600 SURFACE 0 PROVIDE EACH OUTLET WITH BLANK COVER PLATE. MCT2116 FIXTURE9 ALL BLACK FINISHES 24 VOLT E EXIT SIGN LIGHT DLIER— LLNURW — — UNIVERSAL W 16. ELECTRICAL/MECHANICAL COORDINATION: MECHANICAL CONTRACTOR SHALL FURNISH 0 AND INSTALL ALL A/C CONTROL DEVICES AND WIRING. E2 EM. EGRESS LIGHT E2250NT12W 2 INCL WALL ix a. 17. TESTING AND MARKING: COMPLETELY TEST AND MARK ALL WIRING AND EQUIPMENT O!QCUPANCY SENSOR F SURFACE FLUORESCENT JS4A232UNV 12 32W TS 64 1 a 0 WALL MOUNTED IN PLACE Revisions: z INSTALLED AND LEAVE THE INSTALLATION IN PERFECT WORKING ORDER. RECESSED TROFFER HE WWAMS-50GS24332SA19156F338EB4UNVTG 3 32W T8 CEILING < e OF A MANUAL SWITCH G INVERTED LENS 835 110 W 18. DEMOLITION: DEMOLITION SHALL INCLUDE ALL EXISTING BUILDING AREAS TO BE 0 RENOVATED AND AS WELL AS OTHER DEMOLITION WORK AS INDICATED OR REQUIRED. H WALL MOUNT OVER LAV. SINK LIGHTOLIER— 5491WHU 2 17W T8 34 WALL 6� ,de REFER TO BOTH THE DEMOLITION DRAWINGS AND CONSTRUCTION PLANS. DEMOLITION W SEE LIGHTING (n WORK SHALL INCLUDE DISCONNECTION AND REMOVAL OF ALL EXISTING LIGHT FIXTURES, FIXTURE SCHEDULE (TYP) U_ DEVICESs OUTLETS, BOXES, CONDUIT/NRING9 APPARATUS AND EQUIPMENT AS INDICATED 0 OR REQUIRED. REMOVE ALL WIRING/CABLES9 CONDUITS AND BOXES THAT ARE z REPLACED NTH NEW WORK AND/OR WILL NOT BE REUSED. EXISTING PANELS SHALL W 2 BE REUSED FOR NEW CIRCUITS WHERE INDICATED. PROVIDE ADDITIONAL CIRCUIT TOILET ROOM FANZLIGHT CONTROL DETAIL D BREAKERS AS REQUIRED FOR NEW CIRCUITS. EXISTING CONCEALED HOMERUN CONDUITS f5 INTO EXISTING FLUSH MOUNTED PANELS SHALL BE REUSED WITH NEW WIRING PROVIDED. (n z IN EXISTING ROOMS AND AREAS NOT INDICATED FOR RENOVATION9 ALL FIXTURES, NO SCALE W DEVICES* CONTROLSo SYSTEMS AND CIRCUITS SHALL REMAIN IN OPERATION. INCIDENTAL DAMAGE OR DISRUPTION OF THESE ITEMS SHALL BE CORRECTED AUTOMATICALLY. DIAGRAM NOTES; SEAL Date: 06.06.07 EXISTING CONCEALED CONDUITSe JUNCTION BOXES AND RECESSED OUTLET/SWITCH BOXES SHALL BE REUSED WITH NEW WRING WHEREVER PRACTICAL 1. SEE SPECIFICATIONS FOR PART NUMBERS. 2. SEE ELEC PWR PLAN FOR EXHAUST FAN 120V CIRCUIT. File: 1366E301,DWG z 19. SALVAGE MATERIALS: MATERIALS AND ITEMS OF EQUIPMENT THAT IS TO BE LEGEND, DETAILS < REMOVED AND NOT REUSED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER & NOTES FOR INSPECTION AND DETERMINATION OF DISPOSITION. MATERIALS AND ITEMS OF (n EQUIPMENT DESIGNATED AS *UNSALVAGEABLE* BY THE OWNER SHALL BE PROMPTLY REMOVED FROM THE PREMISES9 DISPOSED OF IN A COMPLETELY LEGAL MANNER* AND SHALL NOT BE RE—USED IN THE NEW WORK UNLESS SPECIFICALLY AUTHORIZED BY THE F 0 ARCHITECT. MATERIALS AND ITEMS OF EQUIPMENT DESIGNATED AS "SALVAGEABLE" BY E03 0 THE OWNER TO KEEP FOR THEIR FUTURE USE SHALL BE CAREFULLY REMOVED AND C14 MADE AVAILABLE FOR PICK—UP BY OWNER'S PERSONNEL AT THE JOB SITE. 6/ 6 /07 1366E301 CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS ADDRES RE# OTHER INFORMATION o, A 4A re. SIA A cr r _6k�r 6kr - �Vmw �Wmw DATI c ,@Am 1-4 0 CJ 1r) ftb. APPROVED CrTY U ATLANTiC BEAM sur�DING C17-yr7e L J 1) IS 0 j 0 J 0�1 u 0 9 a A ui a 0 13, 1A, F�. �j E L% APPROVED CRY U ATLANTIC BEACH 51.11LOING OFFIrF- 121 e to C AT LAN v TIC ING OFF N 0 4% 10 21IJ 0- C 2 -T G CR L; A-T M -T c. J vjj US AS S a C I AT IS -jj 'c"Is D)TC i-YI!n . ......rj 1- FE;�T c,;5��T F 1AT F AK.) Ti;,T C- T c F T-C fi _p,Ly R XAD:2) IN FLAT K*K r, or !via cou-'n' rLORIDA. LOT LCVS C-- t-7 E L L 1(:)C>.C .4-' 1 1 j r.9, Lo t,n LD fn ED :00 44 '.�Ica' �"� �AY A� oC7 A I I Ln 'z 0 i2p.EG"'A S 89 2 4' b 0" VV SE, I 10 C. NJ -T I E> L ?�P�11 /ir A. DURDEN & ASSOOATESINC ................... 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