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211 Towne Center Cir - BC06-002619 (JAN'S HALLMARK) (INTERIOR REMODEL) (A)
PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE W, PERMIT DESCRIPTION PERMIT VALUATION_ SQUARE FOOTAGE I, 0 REVISIONS PERMIT JJ C�Cp—a•(pI l '- ADDRESS_ {dWAP WA6 C CONTRACTOR RECEIVED SF ,P 2 oof- I, DATE 9 0(o r- CtPc(,v PH it 4107-q7C3 —0//-6 FAX #-'G07-q7�-O� DESCPRITION OF REVISION: A --t) 1:) t) e-4. I. (,c'7 A, UTILITIES FIRE BLDG 1/'v 'Nt T-, DESIGN NO. U465 NONBEARING WALL RATING -1 HR. 7 2 4 1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) CHANNEL SHAPED RUNNERS, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, FORMED FROM NO. 25 MSG (MIN. NO. 20 MSG WHEN ITEM 4C IS USED) GLAV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. 2. STEEL STUDS - CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS 3/8 IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG (MIN NO. 20 MSG WHEN ITEM 4C IS USED) GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS *- (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM *-5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. OC. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. AMERICAN GYPSUM CO. _ TYPE AG -C CANADIAN GYPSUM CO. TYPES AR, C, IP -X2, SCX, SHX, WRC OR WRX. CELOTEX CORP. - TYPE 1. CONTINENTAL GYPSUM COMPANY - TYPES CG -C, CG5-5, CG6-6, CG9-9, CGTC-C. G -P GYPSUM CORP, SUB OF GEORGIA -PACIFIC CORP - TYPES 5, 9, C, GPFS6. JAMES HARDIE GYPSUM - TYPE BG -C. LAFARGE GYPSUM, A DIV. OF LAFARGE CORP.- TYPES LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C. NATIONAL GYPSUM CO TYPES FSK -G, FSW-G. NATIONAL GYPSUM CO - TYPES FR OR WR. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - TYPE PG -C. REPUBLIC GYPSUM CO. - TYPE RG -C. STANDARD GYPSUM CORP. - SG -C TEMPLE-INLAND FOREST PRODUCTS CORP. -TYPE TG -C. UNITED STATES GYPSUM CO. TYPE AR, C, FRX-G, IP -X2, SCX, SHX, WRC OR WRX. YESO PANAMERICANO SA DE CV - TYPE AR, C, IP -X2, SCX, SHX, WRC OR WRX. WESTROC INC. - TYPE WESTROC FIREBOARD. 4A. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEM 4) - NOM 3/4 IN. THICK, 4 FT WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1-1/4 IN. CANADIAN GYPSUM COMPANY - TYPE AR. UNITED STATES GYPSUM CO. - TYPE AR. YESO PANAMERICANO SA DE C V - TYPE AR. 4C. WALLBOARD GYPSUM*- (AS AN ALTERNATE TO ITEMS 4, 4A AND 4B) - 5/8 IN. THICK GYPSUM PANELS, INSTALLED AS DESCRIBED IN ITEM 4 WITH TYPE 5-12 STEEL SCREWS. THE LENGTH AND SPACING OF THE SCREWS AS SPECIFIED UNDER ITEM 4. CANADIAN GYPSUM COMPANY - TYPE FRX. UNITED STATES GYPSUM CO. -TYPE FRX. 5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL -NOT SHOWN) - RESILIENT 25 MSG GALV. STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 PANHEAD STEEL SCREWS. NOT FOR USE WITH TYPE FRX GYPSUM PANELS. *BEARING THE UL CLASSIFICATION MARKING. 13 TENANT SEPARATION WALL DETAIL N.T.S. 0 SYSTEM NO. WL1017 (FORMERLY SYSTEM NO. 328) F RATING - 1,2 HR (SEE ITEM 3) T RATING - 0 HR L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT L RATING AT 400 F - LESS THAN 1 CFM/SQ FT SYSTEM NO. W -L-1006 (FORMERLY SYSTEM NO. 187) FRATING -2HR T RATING - 0 HR FLEXIBLE _CONDUIT PENETRATION DETAIL N.T.S. THICKNESS PER MANUFACTURERS RECCOMENDATION CORRUGATED MINERAL WOOL ROOF DECK DAMMING FIRE BARRIER CAULKING. .. L SYNTHETIC SLOTTED ELASTOMER DEFLECTION CAULK, NO -SAG HEAD TRACK SELF -LEVELING. 5/8" TYPE 'X° 1" TK. GYP. BD. GYP. BD. LINER PANEL 2-1/2" C -H META STUD PRODUCTS° 1. FIBERFRAX FRYE PUTTY CERAMIC PUTTY: THE CARBORUNDUM COMPANY 2. FIRE STOP SEALANT: CATALOG #2000: DOW CORNING CORP. 3. FIRE BARRIER CP-25N/SNO SAG: 3M FIRE PROTECTION PRODUCTS 4. SLOTTED DEFLECTION HEAD TRACK BY DIETRICH OR EQUAL. LATEX ALTERNATES: 1. FLAMMADUR A 107 FIRESTOP MATERIAL: FLAMMADUR CORP. OF AMERICA 2. FIRE BARRIER CP 25WB CAULK: 3M FIRE PROTECTION PRODUCTS 14 1 HOUR RATED FIRESTOP DETAIL SCALE: 3" = 1'-0" FSDET-CHSTUD- 1 HR EXISTING METAL ROOF DECK AND STRUCTURE. itt------ - --- ------------------- --- --- - - �- ---- -- -- -- -- -- -- -- -- -- -- -- -- -- I� li j if `I - PI --1--- r I . i EXISTING SOFFIT I STRUCTURE TO ! 'j REMAIN AS IS. NEW 1/2' TEMPERED - GLASS SET IN METAL FRAME. FRAME TO MATCH EXISTING ADJACENT METAL FRAME 11 PIPE PENETRATION DETAIL N.T.S. THICKNESS PER MANUFACTURERS RECCOMENDATION CORRUGATED < ROOF DECKN MINERAL WOOL t 1 -� I I. DAMMING SLOTTED DEFLECTION HEAD TRACK FIRE BARRIER CAULKING. SYNTHETIC ELASTOMER CAULK, NO -SAG SELF -LEVELING. 5/8" TYPE GYP. BD. PRODUCTS: 1. FIBERFRAX FRYE PUTTY CERAMIC PUTTY: THE CARBORUNDUM COMPANY 2. FIRE STOP SEALANT: CATALOG #2000: DOW CORNING CORP. 3. FIRE BARRIER CP-25N/SNO SAG: 3M FIRE PROTECTION PRODUCTS 4. SLOTTED DEFLECTION HEAD TRACK BY DIETRICH OR EQUAL. LATEX ALTERNATES: 1. FLAMMADUR A 107 FIRESTOP MATERIAL: FLAMMADUR CORP. OF AMERICA 2. FIRE BARRIER CP 25WB CAULK: 3M FIRE PROTECTION PRODUCTS 1 HOUR RATED FIRESTOP DETAIL SCALE: 3" = 1'-0" EXISTING METAL ROOF DECK AND STRUCTURE. i� I - �II I Ij I �P I I I t EXISTING SOFFIT 5/8" GYP. BOA[ OVER 20 GA. 3 STRUCTURE TO -•: REMAIN AS IS. " 1 5/8" METAL STI. @ 16" O.C. 13'-0" _ EXIST. GYP BOARD L- A BJ 3"X3"X3" 14GA. CLIP ANGLE @ EVERY VERTICAL C -H STUD. ATTACH TO EXISTING STEEL BEAM WITH (4) .145 �--B SECTION A -A SECTION B -B 1. WALL ASSEMBLY -THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CON- 1. WALL ASSEMBLY -THE FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED STRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTON FEATURES: CONSTRUCTON FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. WITH NOM WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. STEEL STUDS 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN. 3-5/8 IN.WIDE TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. O.C. BY 1-3/8 IN. DEEP CHANNELS SPACED MAX. 24 IN. O.C. B. WALLBOARD, GYPSUM* - TWO LAYERS OF NOM 5/8 IN. THICK GYPSUM WALLBOARD, AS B. WALLBOARD, GYPSUM* - NOM 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX. DIAM OF OPENING IS 2 IN. GYPSUM WALLBOARD TYPE, NUMBER OF LAYERS, AND SHEET ORIENTATION SHALL BE AS SPECIFIED 2 THROUGH PENETRANTS - ONE METLIC PIPE, CONDUIT OR TUBING TO BE CENTERED WITHIN THE IN THE INDIVIDUAL WALL OR PARTITION DESIGN. DIAM OF CIRCULAR CUT THROUGH GYPSUM WALL- FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL BOARD ON EACH SIDE OF WALL ASSEMBLY TO BE MIN. 0 IN. (POINT CONTACT) TO MAX 1 IN. ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPE, CONDUIT OR TUBING MAY BE USED: LARGER THAN OUTSIDE DIAM OF FLEXIBLE METAL CONDUIT (ITEM 2) INSTALLED IN THROUGH OPEN- EXIST. GYP ING. SIDE EDGE OF CIRCULAR OPENING TO BE MIN. 3 IN. FROM NEAREST STUD IN WALL CAVITY. A. STEEL PIPE - NOM 1 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE. A NOM C. FASTENERS - WHEN WOOD STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO STUDS ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. WITH CEMENT COATED NAILS AS SPECIFIED IN THE INDIVISUAL WALL OR PARTITION DESIGN. WHEN B. CONDUIT - NOM 1 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR RIGID STEEL STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTCHED TO STUDS WITH TYPES CONDUIT. A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. SELF -DRILLING, SELF -TAPPING BULGE -HEAD STEEL SCREWS AS SPECIFIED IN THE INDIVISUAL WALL C. COPPER TUBING - NOM 1 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. OR PARTITION DESIGN. A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. 2. THROUGH PENETRANTING PRODUCT* - FLEXIBLE METAL CONDUIT - NOM 4 IN. DIAM (OR SMALLER) D. COPPER PIPE - NOM 1 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. ALUMINUM OR STEEL FLEXIBLE METAL CONDUIT+. MAX ONE FLEXIBLE METAL CONDUIT TO BE INSTALLED A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. NEAR CENTER OF CIRCULAR OPENING IN GYPSUM WALLBOARD. FLEXIBLE METAL CONDUIT TO BE RIGIDLY 3. FIRESTOP SYSTEM -THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. A. FILL, VOID OR CAVITY MATERIAL* - PUTTY - MIN 1-1/2 IN. THICKNESS OF FILL MATERIAL AFC CABLE SYSTEMS INC. APPLIED WITHIN THE ANNULUS, ON BOTH SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO 3. FILL, VOID OR CAVITY MATERIAL* - CAULK - CAULK FILL MATERIAL FORCED INTO ANNULAR SPACE AROUND BE INSTALLED SUCH THAT A MIN 1/8 IN. CROWN IS FORMED AROUND THE PENETRATING ITEM. ENTIRE CIRCUMFERENCE OF THROUGH PENETRATING PRODUCT TO COMPLETELY FILL OPENING IN GYPSUM NELSON FIRESTOP PRODUCTS - TYPES FSP PUTTY AND FSP FIRESTOP PUTTY PADS WALLBOARD LAYERS ON EACH SIDE OF THE WALL ASSSEMBLY. A MIN 5/8 IN. THICKNESS OF CAULK IS REQUIRED FOR THE 1 HR. F RATING. A MIN. 1-1/4 IN THICKNESS OF CAULK IS REQUIRED FOR 2 F *BEARING THE UL CLASSIFICATION MARKING RATING. MINNESOTA MINING & MFG CO - CP 25WB+ *BEARING THE UL CLASSIFICATION MARKING FLEXIBLE _CONDUIT PENETRATION DETAIL N.T.S. THICKNESS PER MANUFACTURERS RECCOMENDATION CORRUGATED MINERAL WOOL ROOF DECK DAMMING FIRE BARRIER CAULKING. .. L SYNTHETIC SLOTTED ELASTOMER DEFLECTION CAULK, NO -SAG HEAD TRACK SELF -LEVELING. 5/8" TYPE 'X° 1" TK. GYP. BD. GYP. BD. LINER PANEL 2-1/2" C -H META STUD PRODUCTS° 1. FIBERFRAX FRYE PUTTY CERAMIC PUTTY: THE CARBORUNDUM COMPANY 2. FIRE STOP SEALANT: CATALOG #2000: DOW CORNING CORP. 3. FIRE BARRIER CP-25N/SNO SAG: 3M FIRE PROTECTION PRODUCTS 4. SLOTTED DEFLECTION HEAD TRACK BY DIETRICH OR EQUAL. LATEX ALTERNATES: 1. FLAMMADUR A 107 FIRESTOP MATERIAL: FLAMMADUR CORP. OF AMERICA 2. FIRE BARRIER CP 25WB CAULK: 3M FIRE PROTECTION PRODUCTS 14 1 HOUR RATED FIRESTOP DETAIL SCALE: 3" = 1'-0" FSDET-CHSTUD- 1 HR EXISTING METAL ROOF DECK AND STRUCTURE. itt------ - --- ------------------- --- --- - - �- ---- -- -- -- -- -- -- -- -- -- -- -- -- -- I� li j if `I - PI --1--- r I . i EXISTING SOFFIT I STRUCTURE TO ! 'j REMAIN AS IS. NEW 1/2' TEMPERED - GLASS SET IN METAL FRAME. FRAME TO MATCH EXISTING ADJACENT METAL FRAME 11 PIPE PENETRATION DETAIL N.T.S. THICKNESS PER MANUFACTURERS RECCOMENDATION CORRUGATED < ROOF DECKN MINERAL WOOL t 1 -� I I. DAMMING SLOTTED DEFLECTION HEAD TRACK FIRE BARRIER CAULKING. SYNTHETIC ELASTOMER CAULK, NO -SAG SELF -LEVELING. 5/8" TYPE GYP. BD. PRODUCTS: 1. FIBERFRAX FRYE PUTTY CERAMIC PUTTY: THE CARBORUNDUM COMPANY 2. FIRE STOP SEALANT: CATALOG #2000: DOW CORNING CORP. 3. FIRE BARRIER CP-25N/SNO SAG: 3M FIRE PROTECTION PRODUCTS 4. SLOTTED DEFLECTION HEAD TRACK BY DIETRICH OR EQUAL. LATEX ALTERNATES: 1. FLAMMADUR A 107 FIRESTOP MATERIAL: FLAMMADUR CORP. OF AMERICA 2. FIRE BARRIER CP 25WB CAULK: 3M FIRE PROTECTION PRODUCTS 1 HOUR RATED FIRESTOP DETAIL SCALE: 3" = 1'-0" EXISTING METAL ROOF DECK AND STRUCTURE. i� I - �II I Ij I �P I I I t EXISTING SOFFIT 5/8" GYP. BOA[ OVER 20 GA. 3 STRUCTURE TO -•: REMAIN AS IS. " 1 5/8" METAL STI. @ 16" O.C. 13'-0" _ EXIST. GYP BOARD L-A BJ 3"X3"X3" 14GA. CLIP ANGLE @ EVERY VERTICAL C -H STUD. ATTACH TO EXISTING STEEL BEAM WITH (4) .145 CEILING III I EXIST. SUSPENDED CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 P.A.F. AND TO C -H STUD WITH (3) li ACCOUST. CEILING 06-09-06 FOLLOWING CONSTRUCTON FEATURES: .,, TO REMAIN AS NOTED WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. STEEL STUDS II ;i TO BE MIN 3-1/2 IN. WIDE AND SPACED MAX 24 IN. O.C. 1/4' MAPLE VENERED B. WALLBOARD, GYPSUM* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE EXISTING STEEL ROOF BEAM INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF OPENING SHALL BE 7/8 IN. LARGER THAN THE PLYWOOD OVER 5/8" 10'-0" CONNECT 6' 20 GA. STUD RUNNER TO THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE GYP. BOARD OVER 3 WALL ASSEMBLY IN WHICH IT IS INSTALLED. EXISTING STEEL BEAM WITH (2) .145 2. THROUGH PENETRANTS - ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY 5/8" 20 GA. METAL OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE FOR NOM 1-1/4 IN. DIAM AND EXIST. GYP BOARD STUDS @ 16" O.C. TO MAX 7/8 IN. THE ANNULAR SPACE FOR PIPE OR CONDUIT GREATER THAN NOM 1-1/4 IN. DIAM BETWEEN SOFFIT TO REMAIN LINE OF NEW WALL 1/4' MAPLE VENERED BEYOND PLYWOOD OVER 5/8" GYP. BOARD OVER 3 5/8" 20 GA METAL STUDS EXIST. AND NEW 4" TILE BASE MATCH FLOOR TILE. SEE PLAN MALL FLOOR TILE I I NEW CARPET I f �BI I 10'0" NEW SUSP. ACOUST GRID.. CEILIN WITH RELOCATED CEI TILES 5/8" GYP. B ARD OVER 20 GA. 3 5/8" METAL STUDS @ 1 " O.C. NEW MANUAL ROLLING GRILLE FSDET01 B 1 -HOUR RATED SHAFT WALL. UL DESIGN NO. U-469 WITH 2-1/2" C -H STUDS. SYSTEM NO. W -L-1001 (FORMERLY SYSTEM NO. 147) F RATINGS -1,2,3 AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS -0,1,2,3 AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM/SQ. FT. L RATING AT 400 F -LESS THAN 1 CFM/SQ. FT. SECTION A -A 1. WALL ASSEMBLY -THE 1,2,3 OR 4 HR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 H FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN. 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C. B. WALLBOARD, GYPSUM* -NOM 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTA- ATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RES- ISTANCE DIRECTORY. MAX DIAM OF OPENING IS 13-1/2 IN. 2. PIPE OR CONDUIT -NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL* -CAULK-CAU LK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM. BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PIPE ANNULAR F T OR CONDUIT SPACE, RATING, RATING, DIAM, IN IN HR HR 1 0TO3/16 1 OR 0+, 1 OR 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0ro4 1 OR 0 4 0 TO 1-1/2# 1 OR 2 6 1/4 TO 1/2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 +WHEN COPPER PIPE IS USED, T RATING IS 0 H. #0 TO 1-1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 WB+ CAULK IS USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 1 HR RATED WALLS AND 1-1/4 IN. FOR 2 HR RATED WALLS. MINNESOTA MINING & MFG. CO. - CP 25WB+. *BEARING THE UL CLASSIFICATION MARKING 0 10 PIPE PENETRATION DETAIL N.T.S. 14 L-A BJ 3"X3"X3" 14GA. CLIP ANGLE @ EVERY VERTICAL C -H STUD. ATTACH TO EXISTING STEEL BEAM WITH (4) .145 CHECKED A5-1 In CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 P.A.F. AND TO C -H STUD WITH (3) SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE 06-09-06 FOLLOWING CONSTRUCTON FEATURES: #10-16 SHEET METAL SCREWS PRIOR A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. AS NOTED WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. STEEL STUDS TO GYP. BD. LINER INSTALLATION. TO BE MIN 3-1/2 IN. WIDE AND SPACED MAX 24 IN. O.C. D62731 B. WALLBOARD, GYPSUM* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE EXISTING STEEL ROOF BEAM INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF OPENING SHALL BE 7/8 IN. LARGER THAN THE 2731A5-1 OUTSIDE DIAM OF NONMETALLIC PIPE OR CONDUIT (ITEN 2) CONNECT 6' 20 GA. STUD RUNNER TO THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE A5- WALL ASSEMBLY IN WHICH IT IS INSTALLED. EXISTING STEEL BEAM WITH (2) .145 2. THROUGH PENETRANTS - ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE FOR NOM 1-1/4 IN. DIAM AND P.A.F. @ 12" O.C. CONNECT 6" 20 GA. STUD I I RUNNER TO NEW C -H STUDS WITH (3) #10-16 SCREWS 6" A. METAL STUDS @ 24" O.C.I I EVERY C -H STUD. FOR SUPPORT OF SHAFT WALL STUDS. ATTACH SHAFT WALL STUDS TO 6" STUDS @ 8" O.C. ALONG LENGTH OF 6" STUDS. IB 1 -HOUR RATED SHAFT WALL. UL DESIGN NO. U-469 WITH 2-1/2- C -H STUDS. Q! SHAFT WALL CONNECTION DE1 CALE: 1-1/2" = 1'-0" EXISTING METAL ROOF DECK AND F - STRUCTURE. WALL SECTION WALL SECTION WALL SECTION 6 SCALE 1/2" = 1'-0" 2503WSF.DWG SCALE 1/2" = 1'-0" 2503WSF.DWG 4 SCALE 1/2" = 1'-0" 2503WSF.DWG FAI 1-IHOUR RATED SHAFT WALL. ARD UL DESIGN N0. U-469. S WITH 2-1/2" C -H STUDS. UDS E SUSPENDED CEILING WIRE., WALL HT. - -- -- - SUSPENDED CEILING CLIP OL 10'-0" _ _OL 10'-0" CEIL. HT. Y CEIL HT. IG NEW 2' X 2' SUSPENDED LING ACOUSTICAL TILE LAY -IN SYSTEM NEW NEW STOCK RETAIL ROOM SALES AREA 5/8" GYP. BD. BOTH SIDES OF 3 5/8" 25 GA. METAL STUDS @ 24" O.C. BRACING AND BLOCKING AS REQUIRED BY CODE. VINYL WALL BASE EXISTING CONCRETE SLAB FINISH PER SCHEDULE 3 WALL SECTION SCALE 1/2" = 1'-0" SYSTEM NO. W -L-2088 F RATINGS - 1 AND 2 HR (SEE ITEM 1) T RATINGS - 0, 1 AND 2 HR (SEE ITEM 2) r --A CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE L-A BJ SECTION A -A CHECKED 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE In CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 m SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE 06-09-06 FOLLOWING CONSTRUCTON FEATURES: B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) SDR17 CPVC A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. AS NOTED WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. STEEL STUDS PROJECT NO. TO BE MIN 3-1/2 IN. WIDE AND SPACED MAX 24 IN. O.C. D62731 B. WALLBOARD, GYPSUM* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE a INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF OPENING SHALL BE 7/8 IN. LARGER THAN THE 2731A5-1 OUTSIDE DIAM OF NONMETALLIC PIPE OR CONDUIT (ITEN 2) o THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE A5- WALL ASSEMBLY IN WHICH IT IS INSTALLED. L 2. THROUGH PENETRANTS - ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE FOR NOM 1-1/4 IN. DIAM AND t SMALLER BETWEEN THE PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 7/8 IN. THE ANNULAR SPACE FOR PIPE OR CONDUIT GREATER THAN NOM 1-1/4 IN. DIAM BETWEEN 0 THE PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX. 1 IN. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED: o cn0 A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR L CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE BJ CHECKED OR VENT) PIPING SYSTEM. In m m 06-09-06 B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) SDR17 CPVC AS NOTED PROJECT NO. V) D62731 Q 2731A5-1 PIPING SYSTEMS. o z A5- 1 W �o 0 C. POLYVINYL CHLORIDE (PVC) PIPE -NOM 3 IN. DIAMOR SMALLER) SCHEDULE 40 SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY PIPING SYSTEM. o CL 0 O D. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. DIAM (OR SMALLER) SDR17 CPVC O z PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. Mr'-l� 0 INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).0 - U O w Co F. ELECTRICAL NONMETALLIC TUBING (ENT)++ - NOM 1 IN. DIAM (OR SMALLER) ENT FORMED OF PVC, r^ 0 � o INSTALLED IN ACCORDANCE WITH ARTICLE 331 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). 3 v L Z, o ¢ o 1 J �-+ Ln t uj r- uj CONSTRUCTION MATERIALS DIRECTORY OR NAMES OF MANUFACTURERS. w O = `T' CO �w0 r, G. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 L� w � ``' SOLID CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED ; o c (DRAIN, WASTE OR VENT) PIPING SYSTEMS. ° c) THE HOURLY T RATING IS DEPENDENT ON THE HOURLY RATING OF THE WALL ASSEMBLY, THE PIPE o w W W N U- OR CONDUIT SIZE AND WHETHER THE PIPE IS INTENDED FOR USE AS A CLOSED OR VENTED C_ a - SYSTEM, AS SHOWN IN THE FOLLOWING TABLE: a. V) 0 xi DIAM IN. RATING HR VENTED (V) HR�y z 1/2 TO 3 1 C 0 1/2 TO 1-1/4 1 V 1 V) 0 1/2 TO 1-1/4 2 V 1 2 1 V 0 0 2 2 V 0 w 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR PUTTY - MIN THICKNESS OF 5/8 IN. AND 1-1/4 IN. OF CAULK OR PUTTY FOR 1 OR 2 HR RATED WALL ASSEMBLIES, RESPECTIBLY, APPLIED WITHIN ANNULUS -0 BETWEEN PIPE OR CONDUIT AND PERIPHERY OF THE OPENING, FLUSH WITH BOTH SURFACES OF WALL J ASSEMBLY. AT THE POINT CONTACT LOCATION BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD, A MIN � J INTERFACE ON BOTH SURFACES OF WALL ASSEMBLY. 0 z o vi MINESOTA MINING & MFG CO - CP 25WB+, MPS -2+ a � Z Ln t p a ++BEARING THE UL LISTING MARK. u o° � *BEARING THE UL CLASSIFICATION MARKING a, rn V \` p V) �y a Ew L w (n � 01c: U- c t PIPE PENETRATION DETAIL 0 I g CONTRACTOR SRA CL VERIFY w o ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE 0 I ARCHITECT CL OF ANY DIMENSIONAL ERRORS, OMISSIONS 0 DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. N DO NOT SCALE DRAWINGS. ;v Z CV CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE BJ CHECKED OR VENT) PIPING SYSTEM. In DATE 06-09-06 B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) SDR17 CPVC AS NOTED PROJECT NO. PiPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) D62731 Q 2731A5-1 PIPING SYSTEMS. o A5- 1 W �o C. POLYVINYL CHLORIDE (PVC) PIPE -NOM 3 IN. DIAMOR SMALLER) SCHEDULE 40 SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY PIPING SYSTEM. o CL O D. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. DIAM (OR SMALLER) SDR17 CPVC O O PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. Mr'-l� E. RIGID NONMETALLIC CONDUIT++ - NOM 3 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).0 - O O w Co F. ELECTRICAL NONMETALLIC TUBING (ENT)++ - NOM 1 IN. DIAM (OR SMALLER) ENT FORMED OF PVC, r^ Q+ �' � o INSTALLED IN ACCORDANCE WITH ARTICLE 331 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). 3 v L Z, o ¢ o 1 SEE RIGID NONMETALLIC CONDUIT (DZKT) AND ELECTRICAL NONMETALLIC TUBING (FKHU) IN UL �-+ Ln t uj r- uj CONSTRUCTION MATERIALS DIRECTORY OR NAMES OF MANUFACTURERS. O = `T' CO �w0 r, G. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 w � ``' SOLID CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED ; o c (DRAIN, WASTE OR VENT) PIPING SYSTEMS. ° c) THE HOURLY T RATING IS DEPENDENT ON THE HOURLY RATING OF THE WALL ASSEMBLY, THE PIPE o W W N U- OR CONDUIT SIZE AND WHETHER THE PIPE IS INTENDED FOR USE AS A CLOSED OR VENTED C_ U1 SYSTEM, AS SHOWN IN THE FOLLOWING TABLE: a. NOM PIPE WALL ASSEMBLY CLOSED (C) OR T RATING 0 xi DIAM IN. RATING HR VENTED (V) HR�y 1/2 TO 3 1 C 1/2 TO 1-1/4 1 V 1 1/2 TO 1-1/4 2 C 2 0 1/2 TO 1-1/4 2 V 1 2 1 V 0 0 2 2 V 0 .� 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR PUTTY - MIN THICKNESS OF 5/8 IN. AND 1-1/4 IN. OF CAULK OR PUTTY FOR 1 OR 2 HR RATED WALL ASSEMBLIES, RESPECTIBLY, APPLIED WITHIN ANNULUS -0 BETWEEN PIPE OR CONDUIT AND PERIPHERY OF THE OPENING, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. AT THE POINT CONTACT LOCATION BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD, A MIN 1/2 IN. DIAM BEAD OF CAULK OR PUTTY SHALL BE APPIED AT THE PIPE OR CONDUIT/WALLBOARD INTERFACE ON BOTH SURFACES OF WALL ASSEMBLY. 0 vi MINESOTA MINING & MFG CO - CP 25WB+, MPS -2+ a � Z Ln t p a ++BEARING THE UL LISTING MARK. u o° � *BEARING THE UL CLASSIFICATION MARKING a, rn V \` p V) �y a w (n � G, c t PIPE PENETRATION DETAIL 0 g CONTRACTOR SRA CL VERIFY N.T.S. ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT CL OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. N DO NOT SCALE DRAWINGS. ;v 0 0 0 V 0 r V EXISTING METAL ROOF DECK AND EXISTING METAL ROOF DECK AND STRUCTURE. STRUCTURE. o • • 0 t� SEAL WALL TO ROOF DECK 8 SEAL WALL TO ROOF DECK WITH FIRE RATED CAULK (PROVIDE A5-11 WITH FIRE RATED CAULK (PROVIDE FIRE RATED BACKING AS REQUIRED). FIRE RATED BACKING AS REQUIRED). I � Z 2 hil 0 6" 20GA. METAL STUDS @ 24 O.C. FOR J W W SUPPORT OF SHAFT WALL STUDS. ATTACH C- �1 ~ Q SHAFT WALL STUDS TO 6" STUDS @ 8" �4 W 0 O.C. ALONG LENGTH OF 6" STUDS. W, Q U _ Lo W O NOTE: NEW FIRE WALL IS BE INSTALLED AROUND EXISTING U (n t2 Z �`" HVAC DUCTWORK AS SHOWN. �' Z W O p 1 ¢ O U +/-5'-0' I � ll�_ Q O CL cl:1-HOUR RATED SHAFT w V) J Z WALL. UL DESIGN N0.AN ��EVIE�NED T W O Q ~ �-I U-469. I a 7C W V) A5 -11j a Q = n l o � I EXIST. CEILING EXIST. CEILING / EXIST. CEIIJNG Ljj 10 d4 10 In (1) LAYER 5/8" TYPE EXIST. SUSPENDED GYP. BD. @ BOTH SIDE OF o ACCOUSTICAI. CEILING N 1 �l 6" 20GA. METAL STUDS @ I TO REMAIN 24" O.C. - 1 HR. TENANT 0 SEPARATION WALL. PROVIDE s BRACING AND BLOCKING GE °v' (1) LAYER 5/8" TYPE X' > o l GYP. BD. @ BOTH SICES i AS REQUIRED BY CODE. o Q U OF 6" 20GA. METAL STUDS @ 24" O.C. - 1 HR. TENANT SEPARATION WALL. PROVIDE BRACING AND BLOCKING AS REQUIRED BY CODE. EXISTING CONCRETE SLAB FINISH PER SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED 2 TENANT SEPARATION WALL FRO �< IZIP 4= EXISTING CONCRETE SLAB FINISH PER SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED TENANT SEPARATION WAL SCALE 1/2" = 1'-0" DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731A5-1 SHEET A5- 1 F G' INTERIOR ALTERATION CONSTKUCTION llRAWINGS FOR: AN ' S I � ��Ll�/�L �,K S III -J, 'MINOLE TOWNE Yn SyPACE NO. P05A CARDS k C E N T E R c-1 �Of4 TOWNE CENTER CIKCLE S A N F 0 R y1j", rLOR1llA 3277b PROJECT AREA OF ALTERATION: PUBLIC TOILET FIXTURE COUNT: WATER CLOSETS URINAL LAVATORIES BUILDING CODE MECHANICAL CODE PLUMBING CODE ELECTRICAL CODE LIFE SAFETY CODE FIRE CODE FLORIDA ACCESSIBILITY CODE ENERGY EFFICIENCY CODE FIRE SPRINKLER CODE CONSTRUCTION TYPE: AUTOMATIC FIRE SPRINKLERS OCCUPANCY TYPE: PREVIOUS USE: 3,498 SQ. FT. UNISEX EXIST. I NEW TOTAL 1 0 1 0 0 0 1 0 1 2004 FLORIDA BUILDING CODE 2004 FLORIDA MECHANICAL CODE 2004 FLORIDA PLUMBING CODE 2005 NEC 2002 NFPA 101 2005 FLORIDA FIRE PREVENTION CODE 2004 FLORIDA BUILDING CODE �CHAPTER 11)2004 FLORIDA BUILDING CODE CHAPTER 13 2002 NEPA 13 II B UNPROTECTED YES GROUP M - MERCANTILE MERCANTILE VICINITY MAP r PROJECT GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THAT FURNISHED BY SUBCONTRACTORS. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATION. THE OWNER SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. 3. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 4. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. 5. ALL PLAIN DIMENSIONS ARE FROM FACE OF STUD OR FACE OF FINISH OR FACE OF' CMU UNLESS OTHERWISE NOTED. 6. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF ALL FEDERAL, STATE, LOCAL AND OSHA CODES AND LOCAL RESTRICTIONS. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING MECHANICAL AND ELECTRICAL SERVICES AND DISTRIBUTION SYSTEMS WHETHER SHOWN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THE WORK. 8. FIRE EXTINGUISHERS - SIZE,TYPE,NUMBER AND LOCATION IS TO BE COORDINATED WITH THE BUILDING AND FIRE DEPARTMENTS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REMEDY OF ANY FAULTY, IMPROPER OR INTERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 10. NOT USED. 11. SILICONE CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS INCLUDING, BUT NOT LIMITED TO: 1. METAL DOOR AND WALL CONNECTION 2. CONDUIT AND PIPE PENETRATIONS AT WALLS AND CEILING. 12. CONTRACTOR IS TO CLEAN WORK AREAS ON A DAILY BASIS SO AS NOT TO ACCUMULATE DEBRIS. 13. UPON PROJECT COMPLETION CONTRACTOR IS TO CLEAN WORK AREAS AND JOB SITE THOROUGHLY SO AS TO REMOVE ALL CONSTRUCTION DUST, RESIDUE, AND DEBRIS. 14. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAY WITHOUT FIRST OBTAINING PROPER PERMITS. 15. ALL WORK SHALL BE ACCOMPLISHED WITH QUALITY WORKMANSHIP OF THE HIGHEST INDUSTRY STANDARDS. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO THE APPROPRIATE NATIONAL TRADE BOOK; I.E. TILE COUNCIL OF AMERICA HANDBOOK FOR CERAMIC TILE INSTALLATION, ARCHITECTURAL WOODWORK INSTITUTE, "QUALITY STANDARDS," ETC. 16. THE OWNER MAY PERFORM ADDITIONAL WORK THAT IS NOT PART OF THIS CONTACT WITH HIS OWN FORCES, UNDER SEPARATE CONTRACTS AND/OR WITH OTHER CONTRACTORS. THE CONTRACTOR SHALL COOPERATE WITH THE OWNER AND OTHER CONTRACTORS AND COORDINATE HIS WORK WITH THE OWNER SO THAT THE WORK BY OTHERS CAN BE INCORPORATED IN A TIMELY MANNER. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY OF WORKS AND OCCUPANTS AT ALL TIMES. 18. ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO STATE AND LOCAL REQUIREMENTS. 19. REMODEL 'WORK SHALL NOT OBSTRUCT, OR CAUSE TO BE INOPERATIVE, EXISTING FIRE ALARM SYSTEMS. MODIFICATION TO FIRE ALARM SYSTEMS SHALL BE PERFORMED BY A FIRE ALARM CONTRACTOR, WHO SHALL OBTAIN A PERMIT FROM THE BUILDING DEPT. PRIOR TO WORK. 20. THE CONTRACTOR SHALL MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF CONSTRUCTION DOCUMENTS WITH ALL REVISIONS, ADDENDUMS AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THE DOCUMENTS ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT. 21. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLE NECESSARY TO COMPLETE ANY INSTALLATION. 22. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ISOLATE ALL WORK AREAS IN SUCH A WAY AS TO PROTECT THE ADJACENT BUILDING SPACES AND STRUCTURE. 23. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. 24. ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING BUILDING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THERE AFTER. 25. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO REQUIREMENTS OF LOCAL BUILDING CODES AND ORDINANCES. 26. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SECURE ALL NECESSARY PERMITS AND APPLICATIONS. 27. ALL NEW DRYWALL AND ABUTTING SURFACES ARE TO BE FINISHED TO A SMOOTH PAINTABLE SURFACE. 28. ALL EXISTING INTERIOR. WALLS ARE TO BE PATCHED AND POINTED UP AS REQUIRED TO PROVIDE A SMOOTH UNIFORM PAINTABLE SURFACE. 29. GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL CORNER BEADS, TRIM, ACCESSORIES, MOULDINGS, ETC., AS REQUIRED FOR COMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL CONTRACTOR. ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH U.S. GYPSUM STANDARDS. 30. UPON COMPLETION OF WORK THE GENERAL CONTRACTOR SHALL CLEAN ALL WINDOWS (INTERIOR AND EXTERIOR), JAMBS, CLEAN, SEAL AND WAX ALL VINYL TILE FLOORS, ALL TOILET ROOMS, SALES FLOOR CAREFULLY REMOVING THOROUGHLY ALL TAPE, LABELS, AND OTHER CONSTRUCTION DIRT AND DEBRIS. c fi INTERIOR FINISH FIRE CHARACTERISTICS MAXIMUM FLAME SPREAD CLASSIFICATION SHALL COMPLY WITH THE 1997 SBC FLAME SPREAD RATINGS CLASS FLAME SPREAD FUEL CONTRIBUTION SMOKE DENSITY PLASTIC LAMINATES --- INTERIOR FINISH FIRE CHARACTERISTICS MAXIMUM FLAME SPREAD CLASSIFICATION SHALL COMPLY WITH THE 1997 SBC FLAME SPREAD RATINGS CLASS FLAME SPREAD FUEL CONTRIBUTION SMOKE DENSITY PLASTIC LAMINATES --- 165 --- 135 EPDXY PAINT FINISH A / 1 10 0 0 ACOUSTICAL TILE A 0-25 --- --- .0u L u L Q o C) 1 �t- N o -o o CD 01 S (D . _ �I U / ILJLJ)� 'ate L � o ° a o N Q) CONTRACTOR SHALyV�ERIFY ALL CON D TIONS -AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. 00 NOT SCALE DRAWINGS. -0 0 m 0 0 U C W Ln LrF .0u L u L Q o C) L o o .. 0f o V) V) O O a cu o ® ®w LL- LL- o0 CD 3 a 1) - o 's • c = w� 0 LZ ao 3 •� cn C) � cV)CD o o Z oCD n o I --X z W w , L- N Q Q L.L / w o CL Q u -i C N W C) W J U 3 QLd _ �"� v C w O D Ir- __jN o � V) N z L aJ 0 in z o w o w d N W L N.N E � N V, V O C 3 0f `LJ V)N F V L V t- 1 �t- N o -o o CD 01 S (D . _ �I U / ILJLJ)� 'ate L � o ° a o N Q) CONTRACTOR SHALyV�ERIFY ALL CON D TIONS -AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. 00 NOT SCALE DRAWINGS. -0 0 0 a 0 0 U C Ln LrF .0u L u L Q o C) o o .. 0f o V) V) O a cu o ® ®w LL- LL- o0 CD 3 1) - o 's • c = w� 0 LZ ao 3 CIS Z C) � cV)CD o o Z oCD n o I --X 0 W w , L- N Q Q L.L / w /� CL Q u -i O W C) W J U QLd _ �"� v C w O V __jN o � N 1 �t- N o -o o CD 01 S (D . _ �I U / ILJLJ)� 'ate L � o ° a o N Q) CONTRACTOR SHALyV�ERIFY ALL CON D TIONS -AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. 00 NOT SCALE DRAWINGS. -0 0 0 a 0 U C LrF L u L Q V) o o .. 0f V) V) O LL- LL- o _ a J / w 0CL Q u -i W C) J U QLd _ �"� o w O __jN N z aJ U� in z o w o C d N W L N.N � N V, V O 3 0f `LJ F V L t- (O O O N O (_D U EE �o oQ DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731 CSU SHEET C S �" �ilf L F 2z , 4 � � QTY F �- rn ,- �1 � ,.f k T V LEGEND: [TENANT NAME] - Under Construction #TENANT NAME#- NFR. Unit PROJECT DATA XPENNEY 30'i. 'r . SEARS 123,664 DILLARD'S 210,930 MACY'S 160,000 1,739q�1.550 2,0100.0. LO STORE GLA 750,822 Level 01 Cg Level 02 + LU D62731 a EYLiN SI�fAC�iC 1 a' 0 2731 Al -1 29.99' 45' 14' A 1 18' V LEGEND: [TENANT NAME] - Under Construction #TENANT NAME#- NFR. Unit PROJECT DATA XPENNEY 124,656 SEARS 123,664 DILLARD'S 210,930 MACY'S 160,000 BELK 131,572 TOTAL DEPARTMENT STORE GLA 750,822 Level 01 175,806 Level 02 1553881 TOTAL SMALL SHOPS GLA TOTAL GLA 331,687 1,0182,509 Seminole Towne Center 200 Towne Center Circle Sanford, FL 32771 CORP # 3625 E2 �r SIMON Tm >— 7N CHECKED JRJJ m 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731 Al -1 Z A 1 O S�) > W W Q D O Z N W r -I W E--40 0 0 0 �aL) x O0 w o �`no Tr1 J�Q O in ao 0 V)Lw- O' IDr cj� Z o r `-/ O Z O X r�l W V �--- S� L'i ��o N O v O N � O O W Q CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. 0 N a ►� Q, J LJ :— Q -z W0 Cy- _ O w O c/3 o ;6.p.J Uo� �- 0-Ujo w V)--jz J Z Q Q; w V) w z a a DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731 Al -1 SHEET A 1 Cl-fy OF'SANIFORd A; • DEMOLITION CEILING PL LEGEND. AN ____.__.. � �:] 2x4 LAY -IN FLUORESCENT LIGHT FIXTURE i TO REMAIN rr-------- ---I 11 11 2x4 LAY -IN FLUORESCENT LIGHT FIXTURE 11 1 TO BE REMOVED. SALVAGE FOR RELOCATION IL___________JI L____________J a I ! 2x2 LAY -IN FLUORESCENT LIGHT FIXTURE r---- �----� TO REMAIN ! I 2x2 LAY -IN FLUORESCENT LIGHT FIXTURE 1. i �. II r---� I I ! l i! 1 % I I. 1 t,, 1 rr r- t i r---� , a I I. l 2x4 SURFACE MT'D. FLUORESCENT LIGHT FIXTURE I- I- TO REMAIN r� =_- =__-_ =r =-n 1x4 SURFACE MT'D. FLUORESCENT LIGHT FIXTURE ,.L ��� _ I TO BE REMOVED. SALVAGE FOR RELOCATION II �� 1, f 1 11 EXIST. TRACK LIGHTING AND TRACK TO REMAIN _--- W TO BE REMOVED. SALVAGE FOR RELOCATION '_ I EXIST. TRACK LIGHTING AND TRACK TO BE REMOVED. r `W========,X3 SALVAGE FOR RELOCATION . O RECESSED INCANDESCENT DOWN LIGHT n I I TO REMAIN I t RECESSED INCANDESCENT DOWN LIGHT I TO BE REMOVED ! i : 1 i I If�.`y.l 1 1 1 I I I WALL MOUNTED EMERGENCY LIGHT. 1 I TO REMAIN ;7 WALL MOUNTED EMERGENCY LIGHT. L_J TO BE REMOVED i CEILING OR WALL MOUNTED EXIT LIGHT. ! i _ j 1 1 1--------------------i i I I TO REMAIN y CEILING OR WALL MOUNTED EXIT LIGHT. 111! -, 111, TO BE REMOVED O WALL MOUNTED THERMOSTAT > 1 TO REMAIN T) WALL MOUNTED THERMOSTAT ' TO BE REMOVED 11 +i Il t 11 SUPPLY AIR DIFFUSER TO REMAIN R= ==T? &1 'I """I' SUPPLY AIR DIFFUSER '� --`y1 TO BE REMOVED .� ------ RETURN AIR GRILLE W o — TO REMAIN rR== I' `\ !1 RETURN AIR GRILLE Ii \`\,i1 TO BE REMOVED ----.---- Q W_j ii I 2x2 ACOUSTICAL LAY -IN CEILING ' ---I _•— -I.- ----. GRID SYSTEM TO REMAIN -I-- _ — - .. _I - -------}--2x2 ACOUSTICAL LAY -IN CEILING - r---- I 1 1 GRID SYSTEM TO BE REMOVED. II I SALVAGE CEILING TILES FOR --I------I-------�- RELOCATION TO EXPANSION AREA. . • SPRINKLER HEAD TO REMAIN 0 SPRINKLER HEAD TO BE REMOVED ' OSD CEILING MOUNTED SMOKE DETECTOR TO REMAIN S1SD CEILING MOUNTED SMOKE DETECTOR TO BE REMOVED FIRE SPRINKLER NOTES: 1. MINOR CHANGES ARE REQUIRED TO THE EXISTING FIRE SPRINKLER SYSTEM UNDER THIS SCOPE OF WORK. THE FIRE SPRINKLER SUBCONTRACTOR SHALL SUBMIT TO THE BUILDING AND FIRE DEPARTMENTS A FIRE __.__- SPRINKLER PLAN AND CALCULATIONS DOCUMENTING THE REVISIONS TO THE EXISTING SYSTEM. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE INTEGRITY AND OPERATION OF THE EXISTING SYSTEM DURING CONSTRUCTION. ALL WORK SHALL COMPLY WITH NFPA 13, LATEST EDITION. DEMOLITION KEY NOTES 1. REMOVE EXISTING PARTITION WALL COMPLETELY. 2. REMOVE EXISTING SOFFIT/HEADER COMPLETELY. 3. REMOVE EXISTING PLUMBING FIXTURE COMPLETELY. 4. REMOVE EXISTING DOOR AND FRAME COMPLETELY. 5. REMOVE EXISTING CABINETS. 6. REMOVE EXISTING GRAB BARS COMPLETELY. 7. REMOVE EXISTING FLOOR DRAIN COMPLETELY. 8. REMOVE EXISTING HALLMARK CARDS DISPLAY CABINETS COMPLETELY. REMOVAL OF THESE CABINETS IS TO BE --- - HALLMARK CARD PERSONNEL. 9. REMOVE EXISTING WATER HEATER COMPLETELY. 10. REMOVE EXISTING ELECTRICAL DEVICE AND WIRING COMPLETELY. 11. REMOVE EXISTING POWER PANEL AND WIRING COMPLETELY. 12. REMOVE EXISTING POWER PHONE BOARD AND PHONE WIRING COMPLETELY , - 13 REMOVE EXISTING FIRE • RATED WALL - FROM .� FL'OOR -1i - ATO ROOF DECK AND ALL ELECTRICAL=DEVICES.• 14. -- REMOVE- EXISTING STORE FRONT GLASS AND FRAMING SYSTE A. SALVAGE FOR RELOCATION IN AREA WHERE TI tlE OVERHEAD CEILING GRILLE IS BEING REMOVED - 15. REMOVE EXISTING HANGING SIGN AND ELECTRICAL SERVICE TO SING. 16. REMOVE EXISTING STOREFRONT GLAZING SYSTEM. COMPLETELY. 17. REMOVE EXISTING STOREFRONT GLASS DOORS COMPLETELY. 18. REMOVE EXISTING OVERHEAD CEILING GRILLE, HOUSING AND ALL STEEL SUPPORTS COMPLETELY!. 19. REMOVE EXISTING TENANT FLOOR TILE BACK TO LIMITS TO NEW STOREFRONT, SALVAGE ALL TILE POSSIBLE. 20. REMOVE EXISTING TENANT FLOOR TILE AN TILE BASE COMPLETELY. I III ! I I I ;' r ALL CONDI T_ION-S" AND i D I i I I I ! i I � i II ! 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T --._---_-.._ _ bkI _ IT __. J DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731A2-1 SHEET /!�'1I i F 1 ,1�: .P�i':I � li 1 � W I !— I -_-. �.-------.-._._._._____.-__.__._._--------- --i - ! f 1 ! DEMOLITION FLOOR PLA '%�; '4�%I� a� s I I i I SCALE: 1/4" = 1'-O.. : I ; ! i I I Ll CO I I 00 C CVICT Kt51K SUITE GENERAL NOTES GENERAL CONTRACTOR SHALL REFER TO THE TECHNICAL GUIDELINES FOR THE SEMINOLE TOWNE CENTER BY THE SIMON PROPERTY GROUP. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FOLLOWING MALL GUIDELINES AND CONSTRUCTION STANDARDS. DOOR SCHEDULE ELECTRICAL GENERAL NOTES 1. SEE ELECTRICAL DRAWINGS ('E' SHEETS) IN THIS SET OF PLANS FOR SCOPE AND SPECIFICATIONS FOR THE ELECTRICAL WORK. # SIZE (W x H) THK. MATERIAL FRAME TYPE REMARKS HARDWARE E1 3'-0" X 6'-8" EXIST. EXIST. EXIST. EXIST. EXIST. EXIT DOOR EXIST. E2 3'-0" X 6'-8" EXIST. EXIST. EXIST. EXIST. EXIST.INTERIOR DOOR EXIST. 1. 9'-0" X 8'-0" - - - - METAL METAL GRILLE NEW ROLL DOWN GRILLE 2. 31-012 X 61-811 1-3/4 WOOD METAL FLUSH NEW PRE -HUNG GROUP A NO WORK PLUS ONE (1) COAT PAINT (SEMI SOLID CORE EXISTING TO REMAIN AS IS DOOR NOTES: (PROVIDE HARDWARE AS SPECIFIED OR EQUAL TO) REUSE EXISTING FROM DEMOLITION AREA OR PROVIDE NEW 1. ALL NEW WOOD DOORS ARE TO BE STAIN GRADE BIRCH. PLUS ONE (1) COAT PAINT (SEMI -GLOSS) 2. LOCKING DEVICES ON REQUIRED EXIT WAY DOORS SHALL NOT REQUIRE THE USE OF A KEY FOR OPERATION FROM INSIDE THE BUILDING. 3. DOOR LOCKSETS/PASSAGE SETS ARE TO BE BUILDING STANDARD ADA CODE COMPLAINT LEVER ACTION HANDLES. KEY TO MASTER. 4. CONTRACTOR IS TO ADJUST ALL DOORS TO NORMAL WORKING OPERATION WHICH INCLUDES THE REPAIR OR REPLACEMENT OF HARDWARE AND WEATHER STRIPPING AS REQUIRED. 5• UNDER CUT RESTROOM INTERIOR DOORS 3/4." GROUP A CD 1-1/2 PR. HINGES FBB 199 4-1/2 X 4-1/2 a 1 LOCKSET SCHLAGE, YALE OR EQUAL INTERIOR FINISH REQUIREMENTS: MINIMUM FLAMESPREAD CLASSIFICATIONS: (2004 FBC) EXITS - CLASS B. - FLAMESPREAD 26-75, SMOKE DEVELOPED 0-450. EXITS ACCESS - CLASS B.- FLAMESPREAD 26-75, SMOKE DEVELOPED 0-450. OTHER SPACES - CLASS C.- FLAMESPREAD 76-200, SMOKE DEVELOPED 0-450. ROOM FINISH SCHEDULE HVAC GENERAL NOTES 1. SEE MECHANICAL / HVAC DRAWINGS ('M' SHEETS) IN THIS SET OF PLANS FOR SCOPE AND SPECIFICATIONS FOR THE MECHANICAL / HVAC WORK. ROOM FLOOR BASE WALLS CEILING HEIGHT NEW RETAIL SALES AREA NEW CARPET & TILE NEW VINYL&TILE PAINT GYP. WALLS NEW STOCK ROOM EXIST. VINYL NEW VINYL PAINT GYP. WALLS EXIST. RETAIL SALES AREA NEW CARPET NEW VINYL PAINT GYP. WALLS EXIST. STOCK ROOM EXIST. VINYL EXIST. NO WORK EXIST. RESTROOM EXIST. VINYL EXIST. NO WORK FINISH NOTES CARPET VINYL FLOORING VINYL BASE WALL PAINT WALL PAINT (RESTROOM) EXISTING CEILING TILE & GRID NEW CEILING TILE & GRID NEW WOOD DOORS NEW METAL DOORS & FRAMES NEW ACOUST. 10'-0" NEW ACOUST. 10'-0" EXIST. ACOUST. EXIST. EXIST. ACOUST. EXIST. EXIST. GYP. BD. EXIST. SEE SHEET A3-2 FOR CARPET SPECIFICATION. GENERAL o CONTRACTOR TO PROVIDE AND INSTALL ALL CARPET AND EDGE TRIMS. SEE SHEET A3-2 FOR VINYL FLOORING SPECIFICATION. m GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL VINYL FLOORING. SEE SHEET A3-2 FOR VINYL BASE SPECIFICATION. GENERAL CONTRACTOR TO PROVIDE AND INSTALL VINYL BASE. ONE (1) COAT PRIMER PLUS ONE (1) COAT PAINT (FLAT FINISH) ONE (1) COAT PRIMER PLUS ONE (1) COAT PAINT (SEMI -GLOSS) EXISTING TO REMAIN AS IS OMISSIONS OR DISCREPANCIES REUSE EXISTING FROM DEMOLITION AREA OR PROVIDE NEW TO MATCH. ONE (1) COAT PRIMER PLUS ONE (1) COAT PAINT (SEMI -GLOSS) ONE (1) COAT PRIMER PLUS ONE (1) COAT PAINT (SEMI -GLOSS) __. ..1v .n, n11 PLUMBING GENERAL NOTES REMOVE EXISTING PLUMBING FIXTURES IN RESTROOM THAT IS BEING DEMOLISHED AND CAP ALL SANITARY AND WATER SUPPLY LINES BEHIND EXISTING OR NEW FINISHES. FLOOR PLAN KEY NOTES 1. EXISTING NON -RATED PARTITION TO REMAIN. 2. EXISTING FIRE -RATED CHASE WALL TO REMAIN. 3. EXISTING CHASE WALL AROUND BUILDING PIPING TO REMAIN. 4. EXISTING FIRE -RATED GYP. BD. ENCLOSURE TO REMAIN. PATCH AS REQUIRED AFTER ADJACENT WALL REMOVAL. 5. NEW PARTITION WALL W/ 3-5/8" 25GA. METAL STUDS 16" O.C. AND 5/8" GYP. BD. ONE SIDE OF STUDS. 6. PROVIDE AND INSTALL NEW SUITE FLOOR TILE TO MATCH EXISTING SUITE FLOOR TILE IN DISPLAY AREA AND PROVIDE AND INSTALL NEW 4" H. WALL BASE TILE @ ALL GYP. BD. WALLS. 7., PROVIDE AND INSTALL NEW MALL COMMON AREA FLOOR TILE TO MATCH EXISTING MALL FLOOR TILE AND PROVIDE AND INSTALL NEW 4" H. WALL BASE TILE 0 ALL GYP. BD. WALLS i I � I j A9 D ENANI 5EF'AKAIIUN WALL E NEW CONDITIONS ]FLOOR PLAN SCALE: 1/4" = V-0" r o CONTRACTQR SHAL j ERIFY ALL CONDITIQLLS�AND m ° DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT o a OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES r o BEFORE BEGINING OR d FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. r En CD N a O Q N LLL. O d J N O C z U Q o, o W Q U Q = ►--� W 0 3 O ` r7� v I N � z 0 ^ L 0 w N Q ` o N Q O E m C W O cl:� u�i Z N O� 0 O tn v W o �1 E-+ O •U _ U 1• �( /�' n O O O O U-, CL Q Z r 00 Q N o O 3 J c) p O n, T • I n Q O w O Ln 00 00 3 c 1 H (n �- Z O Q EL a � tn x 0 � W C O m IA 7 W M Z O t / N y - = O .�/ p rv; U DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731 A2-2 SHEET A2-2 AW: FPFes^ rr��`. o CONTRACTQR SHAL j ERIFY ALL CONDITIQLLS�AND ° DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT o a OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES r o BEFORE BEGINING OR d FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731 A2-2 SHEET A2-2 AW: FPFes^ rr��`. U m v V O •• cy- Q 0 r En CD N O Q N LLL. O d J O C z U Q O L W Q U Q = ►--� W 0 r7� v I N � z 0 ^ N ` o N Q O Qa m W O cl:� O� 0 � -o W m U N t F- tD O O N O F C=j V } 4. O O U a DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731 A2-2 SHEET A2-2 AW: FPFes^ rr��`. 1 A.9 O FIRE SPRINKLER NOTES: 1. MINOR CHANGES ARE REQUIRED TO THE EXISTING FIRE SPRINKLER SYSTEM UNDER THIS SCOPE OF WORK. THE FIRE SPRINKLER SUBCONTRACTOR SHALL SUBMIT TO THE BUILDING AND FIRE DEPARTMENTS A FIRE SPRINKLER PLAN AND CALCULATIONS DOCUMENTING THE REVISIONS TO THE EXISTING SYSTEM. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE INTEGRITY AND OPERATION OF THE EXISTING SYSTEM DURING CONSTRUCTION. ALL WORK SHALL COMPLY WITH NFPA 13, LATEST EDITION. Q CEILING PLAN LEGEND: 2x4 LAY -IN FLUORESCENT LIGHT FIXTURE TO REMAIN 2x2 LAY -IN FLUORESCENT LIGHT FIXTURE TO REMAIN 2x4 SURFACE MT'D. FLUORESCENT LIGHT FIXTURE TO REMAIN EXIST. TRACK LIGHTING AND TRACK TO REMAIN AL TO BE REMOVED, SALVAGE FOR RELOCATION RECESSED INCANDESCENT DOWN LIGHT TO REMAIN WALL MOUNTED EMERGENCY LIGHT. TO REMAIN ® CEILING OR WALL MOUNTED EXIT LIGHT. TO REMAIN OT WALL MOUNTED THERMOSTAT TO REMAIN SUPPLY AIR DIFFUSER TO REMAIN ❑ RETURN AIR GRILLE TO REMAIN II i 1 2x2 ACOUSTICAL LAY -IN CEILING GRID SYSTEM TO REMAIN NEW 2x2 ACOUSTICAL LAY -IN CEILING GRID WITH RELOCATED CEILING TILE FROM DEMOLITION AREA. 0 SPRINKLER HEAD TO REMAIN OSD CEILING MOUNTED SMOKE DETECTOR TO REMAIN N = NEW LIGHTING OR POWER DEVICE R = RELOCATED LIGHTING OR POWER DEVICE NO DESIGNATION = EXISTING LIGHTING OR POWER DEVICE 0 NEW CONDITIONS REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" Q — -- — --- — --- — — 0 O O N cr, m F- 0 U T I 1 Q UU' PROJECT NO. o •U Q FILE NAME O ry a n A2-3 w U Q EFTZ O w 0 s Q U a O Q00 u7 0 0 o tn 'z � � .- o sJ a J 0 Q `— n N Z `0 • O LL_ lf� 00 00 3 lJ 1 LLJ 3:: V) Q ^ O L v N OO O (n N Q LL a w o Z N a CD o — w 0 p"'� ►►�' W G N 0 U U N 0� 3 a' �L 1..L. s LJ 0 V) t 0 W Q E c rn uNi Z N 0 L O O N cr, O F- 0 U T I 1 Q UU' PROJECT NO. o •U Q FILE NAME O ry a n A2-3 w U Q EFTZ O w 0 w Q U a O Q00 u7 L'j Z 0 o tn 'z � � .- o sJ v ` J 0 Q `— n N Z `0 • O LL_ lf� 00 00 3 lJ 1 LLJ 3:: V) Q ^ O L v OO O (n N Q LL a w o Z N a J — w 0 p"'� ►►�' W () 0 U U N 0� O a' �L 1..L. s LJ 0 N J � U 0 N t LO Lo oZ t_ C) 0 �{ N (o d o S O PD Q L cn c7 0 CONTRACTOR SHAL/VERIFY ALL CON ITION AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. N DO NOT SCALE DRAWINGS. L L 0 a 0 U C L 'a a) I 0 CU __ co O O N cr, O F- o z AS NOTED UU' PROJECT NO. 0 Q FILE NAME ry a n A2-3 w U Q EFTZ w w Q U QO = E...� u7 w w tn �zw 0 U N Z `0 U O (n J z a w o Z N a o a J — w t~j () 0 N 0� O 3 1..L. "O LJ a) I 0 CU __ co O O N O F- = AS NOTED UU' PROJECT NO. a o FILE NAME o a U DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731A2-3 SHEET A2-3 V'44, fflo �T�a . C ITy FIXTURE LEGEND: HALLMARK FIXTURE I OWNER SUPPLIED FIXTURE L EXISTING / NON-CURRENT 12 HALLMARK FIXTURE WALL BEHIND EXTENSION PANEL TO BE PAINTED BY OWNER/CONTRACTOR ON SITE PER FINISH SCHEDULE "' --""LLS" PAINT SELECTION EXISTING NEW BASIC DEXTENSION PANELS W E O sp (n Z N O A.9 oc O Q I � A.9 C D E NEW CONDITIONS FIXTURE PLAN SCALE: 1/4" = V-0" O O V rn 4 N c v 4 'v O U OU3 0 LL_ V U Z d J O a O O W 0 CL Z O_ n C) o a Ln wQ r- 00 O a� � Q J O QLLJ _ F--1 ow J Q OI U o N U') 00 r _ (� s 3 V1 �Z� N O � O 4?O Z: O u Z O v m 0 W T O Q li O c N a- J 3 0 Lj z N v c LuU� �`) W iii O Z N v J QQ 2 m L_ a� O EXISTING NEW BASIC DEXTENSION PANELS W E O sp (n Z N O A.9 oc O Q I � A.9 C D E NEW CONDITIONS FIXTURE PLAN SCALE: 1/4" = V-0" O O V rn 4 N c v 4 'v O U OU3 0 LL_ V U Z d J O a O O W v CL Z O_ n C) o Ln wQ r- 00 O a� � Q J O QLLJ _ F--1 ow J Q OI U o W O w ? L.L00 U') 00 r _ (� s 3 V1 �Z� N O � O 4?O Z: O u Z O v m 0 W W N Q Q li O v a- J v) z N v c LuU� �`) W iii O Z N v J QQ 2 m L_ O E V O N N (P w ®moo v N \ . cvn cp � O Of Q 0. N rn 0 CONTRACTOR 5UA- LC VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR cp FABRICATING ANY WORK. N DO NOT SCALE DRAWINGS. L U 4 N 31 4 'v O U OU3 LL_ Q) I a� t t- cfl 0 C) N O F- - 1. o: � o Z J a W o U CL Z V J W D � U QLLJ _ ow O _j U �Z� V7 Z: O z dS (-)O ''�/^ w O 0 a- J v) z O Q] LuU� O Z N O J QQ 2 N W � N N ol O 3 o W Q) I a� t t- cfl 0 C) N O F- - 1. A CITY 0 d w� DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731 A2-4 SHEET A2-4 'Fl A CITY 0 d w� DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731 A2-4 SHEET A2-4 'Fl (372) 01- 621 GRILLE IS BEING REMOVED. EXIST. GYP. BD. BULKHEAD REMOVE EXISTING STOREFRONT GLASS AND FRAMING SYSTEM. SALVAGE FRAMING FOR RELOCATION IN AREA WHER THE OVERHEAD COILING GRILLE IS BIEING REMOVED. 1 i i I i "",\-EXIST. GYP. BD. BULKHEAD EXIST. GYP. BD. BULKHEAD s r II I) II REMOVE EXISTING HALLMARK SIGNAGE II II II I AND SALVAGE FOR RELOCATION. i I I II II II II it I---�------- ------------r- I I I II II I ! REMOVE EXISTING ENTRY STRUCTURE, r — I II II II ( WALLS, OVERHEAD COILING GRILLE, GRILLE SUPPORT STRUCTURE, ETC. COMPLETELY. i I I II II I I II II � I I I I II II i I i -------------- z REMOVE EXISTING SIGNAGE AND ELECTRICAL FEED TO SIGN. I i r r r I I ii I ii r I r I r r i I I I I I I I I I I I 1 I I I 71 I REMOVE EXISTING STOREFRONT GLASS AND DEMOLITION FRONT ELEVATION FRAMING SYSTEM. SALVAGE FOR RELOCATION IN AREA WHER THE OVERHEAD COILING A GRILLE IS BEING REMOVED. SCALE: 1/2" = 1'-0" REMOVE EXISTING STOREFRONT GLASS, FRAMING SYSTEM AND GLASS DOORS COMPLETELY. I r m "D 0 a N Z rn O_ cu 0 W Q E c rn (n Z N v 0 rn 0 Q W •a U r o � p d O Q � 0 a a o Q w co 0 �+n �Lo0 3 Q T- I Ls) ' �j � L • = W L 00 00 U) 3 V 1 Z V) O) Z v o E W gva W a CL a � F-1 O W P4 v c O N t O r N C O1 E V O N Q) e� N o V M w to Wcn to o / O 1.. ... U � Q .L r N � Q s CONTRACTOR rSAL VERIFY ALL CONDETIO AND ° DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES o BEFORE BEGINING OR FABRICATING ANY WORK. N DO NOT SCALE DRAWINGS. 0 0 a O U C N U N s V Q � I N v_ .0 6. N•• O Q O I a� Q � a w w o U c z Q w o U a O _ owe �zw O U In Z P as h� UI F a- J O w U� V) o z J Z V) a w L 0 0 En O 3 w _0 m m CDN O } DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731A3-1 SHEET A 3 CITYE`e F G 31 S d ES a! 0, r NOTE: PAINT ALL EXPOSED WALL SECTIONS, DO NOT PAINT "X" AREAS. MOUNTING STRIPS: 1. WHEN A SINGLE POLE HANGING BACK FRAME STRUCTURE IS WALL CHANGE HANGE CORNER BUILDOUT TO BE USED, TIME MAY BE SAVED IF THE MOUNTING STRIPS ARE SHIPPED AHEAD AND INSTALLED PRIOR TO THE BALANCE OF BASIC VALANCE BASIC VALANCE' BASIC EXTENSION PANELS THE FIXTURE SHIPMENT. INDICATE PRE -SHIPMENT IN AREA PROVIDED ON THE FIXTURE AND SYSTEM-MATIC ORDER PAGE. 2. WALL MOUNTING STRIPS ARE SHIPPED IN 5'-0" LENGTHS ONLY. IF A STORE'S PERIMETER IS 226', 46 MOUNTING STRIPS OR 230' WOULD BE SHIPPED. IF A CODED FLOOR PLAN IS ATTACHED, � w ►– FIXTURE ORDER SYSTEMS WILL USE THE PERIMETER DIMENSION Fr _ �-- w = z = AND FIXTURE CODING TO DETERMINE THE TOTAL NUMBER OF Z J � _ ,�, - " MOUNTING STRIPS REQUIRED. THIS QUANTITY WILL BE REDUCED w w = w �_ = BY THE AMOUNT SHOWN ON THE FIXTURE INVENTORY FOR AN J = Q N Q - Q I w o ACCOUNT WITH ON HAND FIXTURE PARTS AVAILABLE. ,�Q z I LL �z �Z I I I I I I I DO NOT P141NT '�' I I I I I I I I w L_ z o0 z - –i Q - DO NOT PAINT u o w w h Q -J W 3. VMSII CEILING VALANCE HANGING FRAME, VMS CEILING VALANCE 1�aLu `� x X I> > WITH STORAGE AND VMS UPDATE PRINT TRANSPARENCY ! I I I i�Lu I w w 00 REQUIRE DOUBLE MOUNTING STRIPS. 4. FREESTANDING UNITS REQUIRE NO MOUNTING STRIPS EVEN IF TYPICAL WALL SPECIFICATIONS CONVERTED TO CEILING VALANCE. 4 46'-0" Z–BAR LENGTH 32'-0" Z–BAR LENGTH 48'-8" 2'-1" 32'-3" 5. USE THE WALL MOUNTING STRIP CHARTS TO DETERMINE INSTALLATION HEIGHT FOR MOUNTING STRIPS. LOCATE PROPER HEIGHT BASED ON THE TYPE OF FIXTURE FRAME USED AND THE METHOD OF MOUNTING. INTERIOR ELEVATION Z—BAR MOUNTING STRIP SPECIFICATIONS NOTE: PAINT ALL EXPOSED WALL SECTIONS, DO NOT PAINT "X" AREAS. BASIC EXTENSION PANELS BASIC VALANCE-- DISPLAY SHELF - BASIC VALANCE- DISPLAY SHELF - BSAIC VALANCE' SURFACE MOUNTED 1. CHECK THE FLOOR PERIMETER AT THE WALL check hallmark plans TO DETERMINE THE HIGHEST POINT. BE SURE THE WALL IS TRUE AND PLUMB for mounting strip length BEFORE FASTENING MOUNTING STRIP shim TO THE WALL. 2. MEASURE UP 77" ABOVE HIGH POINT -_._ — — AND MARK THE MEASUREMENT. (THIS !16" — I — I THE 77" TO THE BOTTOM !I O.C. 1 I HE I MOUNTING STRIP. WITH A LASER BEAM mounting — _--- Z BAR MOUNTING STRIP INSTALLATION ORONATER LEVEL. LOCATE OTHERHALK PNIETS strip _ "Z" Bar, mounting strip, provided b/ HALLMARK to be ALONG THESE MARKS, CHECK ALL WALLS 3 4' FOR ALIGNMENT BEFORE INSTALLING / � 16–gouge INSTALLED BY TENANT. rEFER TO BASIC" INSTALLATION I I I I MOUNTING STRIP. T galvanized 77"ABOVE DO N0 PAINT — I steel wall HIGHEST REFER TO FURRING STRIP DETAIL IF APPLICABLE. mountin POINT of strip5' Ion 9 3. SECURc THE MOUNTING STRIPS TO THE 3" FINISHED WALL WITH #10 TOGGLE BOLTS 0 16" O.C;. o �FLOOR 4. SHIM THE MOUNTING STRIPS AS REQUIRED TO ASSURE A TRUE AND LEVEL INSTALLATION. 86'-2" Z -BAR LENGTH 5/16" diameter holes 1 on center INTERIOR ELEVATION 2 Z—BAR (SURFACE MOUNTED) SCALE: NTS NOTE: PAINT ALL EXPOSED WALL SECTIONS, DO NOT PAINT "X" AREAS. BASIC BASIC BASIC WALL CHANCE-', HANGE CORNER BUILDOUT VALANCE DISPLAY DISPLAY SHELFVALANCE ARCH BB LOGO PANEL ��\ NN11 _� 11 I----T_--,�- I ------ WALL FIXTURE TYPE FRAME MOUNTING STRIP : RECESSED IN COLUMN HEIGHT MEASUREMENT FROM HIGHEST POINT SIGN BAND : MAPLE BACKGROUND AND TRIMS 1 FLOOR TO BOTTOM OF STRIP) HANGING FRAME (HIGH VALANCE WITH OR WITHOUT STORAGE) 95" ONE STRIP ® 77" HANGING FRAME (PRINT TRANSP'Y) WITH HIGH OR LOW VALANCE) 114" ONE STRIP 0 77" – SECOND 0 109 HANGING FRAME (LOW VALANCE) 95" ONE STRIP 0 77" FREESTANDING FRAME (HIGH VALANCE) 95"/96" NOT NEEDED FREESTANDING FRAME (LOW VALANCE) 84" I NOT NEEDED i I • /4" I I 1 I I w — Z J W LJ Z _ z TLd z �= I= �a Za Z BAR MOUNTING STRIP CHARTS Q z I � Z z L`w w z 00z _ w Q J / IDO NOT PAINT\ I 11 1 I DPAOT PA'N I L`Q � x X I> < v Lu I W W Co C/7) TYPICAL WALL SPECIFICATIONS 18'-'1" Z -BAR LENGTH 12'-0" Z -BAR LENGTH 19'-3p' 13'- 0, 2'-1., INTERIOR ELEVATION 3 COLOR PREFERENCE TRANSITION CARPET : SHAW, BALANCE EW24, BARE NECESSITIES 59340 MAIN RETAIL AREA CERAMIC TILE : MATCH EXISTING ENTRY TILE AND BASE ( MIN 6" ) VINYL FLOOR TILE • ARMSTRONG SDT, 1/8", #51954 SANDSTONE BEIGE AT ENTRY FOR STRIP CENTERS ONLY VINYL BASE : ROPPE, BUCKSKIN TS130 WOOD FLOORING : N/A P1 PAINT WALLS : BM CLASSIC COLLECTION HONEY HARBOUR 920 PAINT FOR EXPOSED WALLS – SEE NOTE P2 ACCENT :N/A DOOR JAMBS / CROWN MOLDING NOTE: PAINT TOP PORTION OF VMS AND VMSII EXTENSION PANELS W/ WALL ACCENT PAINT COLOR 1 CONTINUUM BACK PANELS : STRIPED BACKPANEL BACK OF WALL AND AISLE FIXTURES LAMINATE L1: PIONITE GRAY LINEN #AG431 SUEDE CASHWRAP TOP LAMINATE L2 FORMICA OYSTER GRAY #929-58 CASHWRAP SIDES VALANCE COLOR :HONEYSUCKLE FURNITURE NATURAL MAPLE FIXTURES : ANTIQUE WHITE CEILING TILE : 2FT X 4FT SUSPENDED CEILING GRID STOREFRONT / MISC. COL /VERT WALLS: NATURAL MAPLE VENEER GLAZING : 1/21N TEMP WITH MITERED JOINTS GLZ FRAMEWORK : RECESSED IN COLUMN REVEALS : 3/41N BLACK SIGN BAND : MAPLE BACKGROUND AND TRIMS MOLDING ; SOLID NATURAL MAPLE BASE TILE ; AS PER ENTRY ENTRY DOORS A: a/ ENTRY DOORS B: I ENTRY DOORS C: ROLL UP GRILLE MANUAL SOFFIT UND'SIDE BENJAMIN MOORE MATTE WHITE #876 SOFFIT SEC'DARY : BENJAMIN MOORE MATTE WHITE #876 STOCKROOM : PAINT ALL WALLS P-1 GENERAL INFORMATION A Intent of, this drawing set is to show the relationship of design elements that are necessary for use in this retail space. THE DRAWING IS NOT INTENDED FOR USE AS A CONSTRUCTION DOCUMENT. The retailer is responsible for obtaining additional design consulting services for resolving outstanding architectural, mechanical and electrical design issues relating to the site and all applicable national and local codes and regulations governing the site of the project. Hallmark Marketing Corp. accepts no responsibility for construction costs or changes required by code requirements, site conditions or substitutions or changes in equipment shown on these plans. B Spatial dimensions shown on these plans are based on the current available information. Hallmark Marketing Corp. is not responsible for investigating actual site conditions or obtaining actual measurements for construction. C The retailer is responsible for maintoing minimum aisle widths and exit ways in accordance with all applicable laws and regulations. D The Hallmark mounting strip ("Z" bar) is located 77 above finished floor (high point) to the bottom of the strip, and 109 1/4" above finished floor to the bottom of the strip when required. E Unless noted otherwise on the merchandise plan, Hallmark Marketing Corporation's interpretation of the current American with Disabilities Act ("ADA") Accessibility Guidelines has been applied with respect to the following floor plan clearances for public access inside the premises: – Minimum clearance at doorways, fixtures, walls and columns – General spatial requirements for proposed restrooms In addition, a transaction counter meeting current ADA Accessibility Guidelines is shown. Any changes by retailer affecting these aspects of the merchandise plan should be reviewed with a design consultant to confirm compliance with the ADA Accessibility Guidelines. �I0 O o, CONTRACT(R PSAL'L VERIFY ALL CONDITIO AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. BJ 0 V oW � C O v DATE d SN O CrI C O a/ AS NOTED I L .2 FILE NAME O U C V r A3-2 d O V O a O U v U Q CL a� n ® O �1 w r- 00 C14 o p O =Wo d) 0000 3 V1 H In 0 o � O o g ` o W w N Q LaL- CL r^ VL � CL CL J c o W ( , o C V y o c r � Q J �L O U � QO _ ►� 9hb._:: J o Z c V O o 0 a o N CONTRACT(R PSAL'L VERIFY ALL CONDITIO AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. BJ 0 V oW � U3 �Z CD DATE d SN O CrI C SCALE a/ AS NOTED I L o 0 a o N CONTRACT(R PSAL'L VERIFY ALL CONDITIO AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. BJ 0 JRJJ DATE L 0 a L SCALE AS NOTED 0 D62731 FILE NAME U C SHEET A3-2 V U Q o U o .. 0) Q O LL_ �V) 0 oQ o CL J W o C Q y LLJ Q J U � QO _ ►� Ln J Z CLU O O ( 1 C):f H Q O o U� V) TO W LLJ F -Q Z Q to J a L a Q LLJ L � N U0_ 3 I f// o W O F m L H Q6 0 0 N (=j U a �o o a DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731A3-2 SHEET A3-2 DESIGN NO. U465 NONBEARING WALL RATING -1 HR. —il pq 2 4 1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) CHANNEL SHAPED RUNNERS, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, FORMED FROM NO. 25 MSG (MIN. NO. 20 MSG WHEN ITEM 4C IS USED) GLAV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX. 2. STEEL STUDS - CHANNEL SHAPED, 3-5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS 3/8 IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG (MIN NO. 20 MSG WHEN ITEM 4C IS USED) GALV STEEL SPACED 24 IN. OC MAX - 3. BATTS AND BLANKETS *- (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM *-5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. OC. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. AMERICAN GYPSUM CO. - TYPE AG -C CANADIAN GYPSUM CO. - TYPES AR, C, IP -X2, SCX, SHX, WRC OR WRX. CELOTEX CORP. TYPE 1. CONTINENTAL GYPSUM COMPANY - TYPES CG -C, CG5-5, CG6-6, CG9-9, CGTIC-C. G -P GYPSUM CORP, SUB OF GEORGIA -PACIFIC CORP - TYPES 5, 9, C, GPFSE6. JAMES HARDIE GYPSUM - TYPE BG -C. LAFARGE GYPSUM, A DIV. OF LAFARGE CORP. - TYPES LGFC2, LGFC2A, LGFC6u LGFC6A, LGFC-C. NATIONAL GYPSUM CO - TYPES FSK -G, FSW-G. NATIONAL GYPSUM CO - TYPES FR OR WR. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - TYPE PG -IC. REPUBLIC GYPSUM CO. - TYPE RG -C. STANDARD GYPSUM CORP. - SG -C TEMPLE-INLAND FOREST PRODUCTS CORP. - TYPE TG -C. UNITED STATES GYPSUM CO. - TYPE AR, C, FRX-G, IP -X2, SCX, SHX, WRC OR WRX. YESO PANAMERICANO SA DE CV - TYPE AR, C, IP -X2, SCX, SHX, WRC OR WIRX. WESTROC INC. - TYPE WESTROC FIREBOARD. 4A. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEM 4) - NOM 3/4 IN. THICK, 4 FT WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1-1/4 IN. CANADIAN GYPSUM COMPANY - TYPE AR. UNITED STATES GYPSUM CO. - TYPE AR. YESO PANAMERICANO SA DE C V - TYPE AR. 4C. WALLBOARD GYPSUM*- (AS AN ALTERNATE TO ITEMS 4, 4A AND 4B) - 5/8 IN. 'THICK GYPSUM PANELS, INSTALLED AS DESCRIBED IN ITEM 4 WITH TYPE S-12 STEEL SCREWS. THE LENGTH AND SPACING OF THE SCREWS AS SPECIFIED UNDER ITEM 4. CANADIAN GYPSUM COMPANY - TYPE FRX. UNITED STATES GYPSUM CO. - TYPE FRX. 5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL -NOT SHOWN) - RESILIENT 25 MSG GALV, STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 PANHEAD STEEL SCREWS. NOT FOR USE WITH TYPE FRX GYPSUM PANELS. *BEARING THE UL CLASSIFICATION MARKING. 13 TENANT SEPARATION WALL DETAIL N.T.S. 1 NEW 1/2" TEMPERED--, GLASS SET IN METAL FRAME. FRAME TO MATCH EXISTING ADJACENT METAL FRAME SYSTEM NO. WL1017 (FORMERLY SYSTEM NO. 328) F RATING - 1,2 HR (SEE ITEM 3) T RATING - 0 HR L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT L RATING AT 400 F - LESS THAN 1 CFM/SQ FT SYSTEM NO. W -L-1006 (FORMERLY SYSTEM NO. 187) F RATING - 2 HR T RATING - 0 HR SYSTEM NO. W -L-1001 (FORMERLY SYSTEM NO. 147) F RATINGS -1,2,3 AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS -0,1,2,3 AND 4 HR (SEE ITEM 3) L RATING AT AMBIENT -LESS THAN 1 CFM/SQ. FT. L RATING AT 400 F -LESS THAN 1 CFM/SQ. FT. EXISTING METAL ROOF DECK AND STRUCTURE. I .! I it 1 i! 9I! I II EXISTING SOFFIT STRUCTURE TO REMAIN AS IS. EXIST. GYP BOARD CEILING � 1 1 DECK L_A V N L- 13 '--A Jk_�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°� A SPECIFIED IN THE INDIVISUAL WALL OR PARTITION DESIGN. WHEN WIIH CEMENT COATED NAILS S . TYPES CONDUIT. A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 H. STEEL PIPES OR CONDUITS STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTCHED TO STUDS WITH 1. FIBERFRAX FRYE PUTTY CERAMIC PUTTY: THE CARBORUNDUM LARGER THAN NOM 4 IN. DIAM MAY ONLY L STUDS. USED IN WALLS CONSTRUCTED USING STEEL CHANNEBE SELF -DRILLING, SELF -TAPPING BULGE -HEAD STEEL SCREWS AS SPECIFIED IN THE INDIVISUAL WALL C. COPPER TUBING - NOM 1 IN. DIAM (OR SMALLER) TYPE. L (OR HEAVIER) COPPER TUBING. AMAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO T OR PARTITION DESIGN. A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL UGH PENETRANTING PRODUCT* -FLEXIBLE METAL CONDUIT -NOM 4 IN. DIAM (OR SMALLER) 2. THROUGH D. COPPER PIPE -NOM 1 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. ASSEMBLY. ALUMINUM OR STEEL FLEXIBLE METAL CONDUIT+. MAX ONE FLEXIBLE METAL CONDUIT TO BE INSTALLED A NOM ANNULAR SPACE OF 5/16 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. 3. FILL, VOID OR CAVITY MATERIAL* -CAULK-CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR NEAR CENTER OF CIRCULAR OPENING IN GYPSUM WALLBOARD. FLEXIBLE METAL CONDUIT TO BE RIGIDLY 3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: SPACE BETWEEN (PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM. BEAD OF CAULK INSTALLED SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. A. FILL, VOID OR CAVITY MATERIAL* - PUTTY - MIN 1-1/2 IN. THICKNESS OF FILL MATERIAL CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM AFC CABLE SYSTEMS INC. APPLIED WITHIN THE ANNULUS, ON BOTH SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. AS * _ _ INTO ANNULAR SPACE AROUND 3. FILL, VOID OR CAVITY MATERIAL CAULK CAULK FILL MATERIAL FORCED BE INSTALLED SUCH THAT A MIN 1/8 IN. CROWN IS FORMED AROUND THE PENETRATING ITEM. SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON ENTIRE CIRCUMFERENCE OF THROUGH PENETRATING PRODUCT TO COMPLETELY FILL OPENING IN GYPSUM NELSON FIRESTOP PRODUCTS - TYPES FSP PUTTY AND FSP FIRESTOP PUTTY PADS THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WALLBOARD LAYERS ON EACH SIDE OF THE WALL ASSSEMBLY. A MIN 5/8 IN. THICKNESS OF CAULK IS BRACING AND BLOCKING AS REQUIRED BY CODE.I WHICH IT IS INSTALLED, AS TABULATED BELOW: REQUIRED FOR THE 1 HR. F RATING. A MIN. 1-1/4 IN THICKNESS OF CAULK IS REQUIRED FOR 2 F *BEARING THE UL CLASSIFICATION MARKING RAT] N G. Z MAX PIPE ANNULAR F MINNESOTA MINING & MFG CO - CP 25WB+ I I OR CONDUIT SPACE, RATING, RATING, J DIAM, IN IN HR *BEARING THE UL CLASSIFICATION MARKING C) 1 0 TO 3/16 1 OR 2 0+, 1 1 OR 2 ! PIPE PENETRATION DETAIL 1 1/4 TO 1/2 3 OR 4 3 OR 4 4 0T04 1OR2 0 11 4 0 TO 1-1/2# 1 OR 2 EE N.T.S. 6 TO 1/2 3 OR 4 0 Q X4 12 3 16 TO 3/8 1 OR 2 0 FLEXIBLE CONDUIT PENETRATION DETAIL THICKNESS PER +WHEN COPPER PIPIE IS USED, T RATING IS 0 H. #0 TO 1-1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 WB+ CAULK IS USED AND ONLY WHEN 1 MANUFACTURERS THE MIN THICKNESS OF THE GYPSUM WALLBOARD IS 5/8 IN. FOR 1 HR RATED WALLS AND 1-1/4 IN. FOR N.T.S. RECCOMENDATION x 2 HR RATED WALLS. MINNESOTA MINING & MFG. CO. - CP 25WB+. CORRUGATED HVAC DUCTWORK AS SHOWN. U *BEARING THE UL CLASSIFICATION MARKING EXISTING METAL ROOF DECK AND STRUCTURE. I .! I it 1 i! 9I! I II EXISTING SOFFIT STRUCTURE TO REMAIN AS IS. EXIST. GYP BOARD CEILING � 1 1 DECK o V N MINERAL WOOL }0!OF N JRJJ —EXISTING METAL ROOF DECK AND DAMMING (1) LAYER 5/8" TYPE "X" W FIRE BARRIER I GYP. BD. @BOTH SIDE OF STRUCTURE. STRUCTURE. CAULKING. I N O 24" O.C. - 1 HR. TENANT SYNTHETIC —SEAL WALL TO ROOF DECK 8 I - -- - SEAL WALL TO ROOF DECK o U ) .. O EUASTOM ER BRACING AND BLOCKING CAULK, NO -SAG WITH FIRE RATED CAULK (PROVIDE FIRE RATED BACKING AS REQUIRED). <W SELF-LEVELING.J SLOTTED FIRE RATED BACKING AS REQUIRED). I o DEFLECTION @ 24" O.C. - 1 HR. HEAD TRACK 5/8 TYPE X TENANT SEPARATION WALL. � GYP. BD. PROVIDE BRACING AND PRODUCTS: BLOCKING AS REQUIRED BY 1. FIBERFRAX FRYE PUTTY CERAMIC PUTTY: THE CARBORUNDUM COMPANY 2. FIRE STOP SEALANT: CATALOG #2000: DOW CORNING CORP. 3. FIRE BARRIER CP-25N/SNO SAG: 3M FIRE PROTECTION PRODUCTS 4. SLOTTED DEFLECTION HEAD TRACK BY DIETRICH OR EQUAL. LATEX( ALTERNATES: Z 1. FLAMMADUR A 107 FIRESTOP MATERIAL: FLAMMADUR CORP. OF AMERICA 2. FIRE BARRIER CP 25WB CAULK: 3M FIRE PROTECTION PRODUCTS 1 HOUR RATED FIRESTOP DETAIL SCALE: 3" = l'-0" r111, rleir% kirTAI DnnI7 nCPV AND EXISTING SOFFIT STRUCTURE TO REMAIN AS IS. il( EXIST. SUSPENDED ACCOUST. CEILING j TO REMAIN 1/4' MAPLE VENERED I PLYWOOD OVER 5/8" GYP. BOARD OVER 3 5/8" 20 GA. METAL EXIST. GYP BOARD STUDS @ 16" O.C. SOFFIT TO REMAIN LINE OF NEW WALL BEYOND EXIST. AND NEW FLOOR TILE. SEE PLAN NEW CARPET 1/4' MAPLE VENERED —. PLYWOOD OVER 5/8" GYP. BOARD OVER 3 5/8" 20 GA. METAL STUDS 4" TILE BASE MATCH MALL FLOOR TILE 5/8" GYP. BOARD EXISTING SOFFIT OVER 20 GA. 3 STRUCTURE TO 5/8" METAL STUDS REMAIN AS IS. @ 16" O.C. FSDET01 B VlC"TlAln ,AcTAI onnc DECK AND OIL 13'-0 NEW CORNICE MOULD 1/4' MAPLE VENERED PLYWOOD OVER 5/8" 10 04, GYP. BOARD OVER 3 NEW SUSP. 5/8" 20 GA. METAL ACOUST. CEILING STUDS @ 16" O.C. 1 GRID.. WITH RELOCATED CEILING TILES 8/5/ GYP. B ARD NEW CORNICE OVER 20 GA. 3 MOULD III III 5/8" METAL STUDS III @ 1 E O.C. 1/4' MAPLE VENERED I III PLYWOOD OVER 5/8"- GYP. /8"GYP. BOARD OVER 3 III 5/8" 20 GA. METAL STUDS NEW MANUAL ROLUING GRILLE ,\ l I III III III III III III III III III III III III, 111 III III III III III --TIL III III III III III III 5/8" GYP. BOARD OVER 20 GA. 3 5/8" METAL STUDS @ 16" O.C. WALL. HT. 0o ak ! 10'-0, C NEW SUSP. EIL. HT. ACOUST. CEILING GRID. WITH RELOCATED CEILING TILES 5//8" GYP. BOARD OER20GA. 3 5/8" METAL STUDS NEW @ 16" O.C. STOCK ROOM VIII f I I ECTION WALL SECTION 4 WALL SECTION WALL S 5 SCALE 1 /2" = 1' 0" 2503WSF.DWG SCALE 1/2" = 1'-0" 2503WSF.DWG SCALE 1/2" = 1'-0" 2503WSF.DWG 10 PIPE PENETRATION DETAIL N.T.S. SUSPENDED Q% CEILING WIRE SUSPENDED CEILING CLIP _ - 10'-0 CEIL. HT. NEW 2' X 2' SUSPENDED ACOUSTICAL TILE LAY -IN SYSTEM NEW RETAIL SALES AREA 5/8" GYP. BD. BOTH SIDES OF 3 5/8" 25 GA. METAL STUDS @ 24" O.C. BRACING AND BLOCKING AS REQUIRED BY CODE. -VINYL WALL BASE -EXISTING CONCRETE SLAB FINISH PER SCHEDULE 3 WALL SECTION SCALE 1/2"= 1'-0" SYSTEM NO. W -L-2088 F RATINGS - 1 AND 2 HR (SEE ITEM 1) T RATINGS - 0, 1 AND 2 HR (SEE ITEM 2) �--A 2 1B A SECTION A -A 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AIND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTON FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. STEEL STUDS TO BE MIN 3-1/2 IN. WIDE AND SPACED MAX 24 IN. O.C. B. WALLBOARD, GYPSUM* - THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS AS REQUIRED IN THE 2 INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF OPENING SHALL BE 7/8 IN. LARGER THAN THE V) OUTSIDE DIAM OF NONMETALLIC PIPE OR CONDUIT (ITEN 2) LD THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IIS INSTALLED. 2. THROUGH PENETRANTS - ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE FOR NOM 1-1/4 IN. DIAM AND SMALLER BETWEEN THE PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 7/8 IN. THE ANNULAR SPACE FOR PIPE OR CONDUIT GREATER THAN NOM 1-1/4 IN. DIAM BETWEEN THE PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX. 1 IN. PIPE OR CONDUIT Q TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. E o THE FOLLOWING TYPES AND SIZES iOF NONMETALLIC PIPES OR CONDUITS MAY BE USED: Y) Z CV A. POLYVINYL CHLORIDE (PVC) PAPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR a CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE ° OR VENT) PIPING SYSTEM. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) N w PIPING SYSTEMS. W p C. POLYVINYL CHLORIDE (PVC) PIPE - NOM 3 IN. DIAMOR SMALLER) SCHEDULE 40 SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY PIPING SYSTEM. o O D. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. DIAM (OR SMALLER) SDR17 CPVC p O PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. r�� a E. RIGID NONMETALLIC CONDUIT++ - NOM 3 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT a INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). a O O w Lo 00 F. ELECTRICAL NONMETALLIC TUBING (ENT)++ - NOM 1 IN. DIAM (OR SMALLER) ENT FORMED OF PVC, g In - Mo INSTALLED IN ACCORDANCE WITH ARTICLE 331 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70). 3 Z, o Q I SEE RIGID NONMETALLIC CONDUIT (DZKT) AND ELECTRICAL NONMETALLIC TUBING (FKHU) IN UL �-+ -J' "' o CONSTRUCTION MATERIALS DIRECTORY OR NAMES OF MANUFACTURERS. w o °O 00 G. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 \�4V w I ` t o cn SOLID CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED 3 o c 0 (DRAIN, WASTE OR VENT) PIPING SYSTEMS. o g X THE HOURLY T RATING IS DEPENDENT ON THE HOURLY RATING OF THE WALL ASSEMBLY, THE PIPE o w W N ¢ L OR CONDUIT SIZE AND WHETHER THE PIPE IS INTENDED FOR USE AS A CLOSED OR VENTED SYSTEM, AS SHOWN IN THE (FOLLOWING TABLE: NOM PIPE WALL ASSEMBLY CLOSED (C) OR T RATING o ►�+ W DIAM IN. RATING HR VENTED (V) HR 1/2 TO 3 1 C 1 Q 1/2 TO 1-1/4 1 V 1 1/2 TO 1-1/4 2 C 2 CD 1/2 TO 1-1/4 2 V 1 1 V 0 0 2 2 V 0 3. FILL, VOID OR CAVITY MATERIALS* - CAULK OR PUTTY - MIN THICKNESS OF 5/8 IN. AND 1-1/4 IN. OF CAULK OR PUTTY FOR 1 OR 2 HR RATED WALL ASSEMBLIES, RESPECTIBLY, APPLIED WITHIN ANNULUS 0 BETWEEN PIPE OR CONDUIT AND (PERIPHERY OF THE OPENING, FLUSH WITH BOTH SURFACES OF WALL N ASSEMBLY. AT THE POINT CONTACT LOCATION BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD, A MIN (/ � 1/2 IN. DIAM BEAD OF CAULK OR PUTTY SHALL BE APPIED AT THE PIPE OR CONDUIT/WALLBOARD (\ -' INTERFACE ON BOTH SURFACES OF WALL ASSEMBLY. 0 V) MINESOTA MINING & MFG CO - CP 25WB+, MPS -2+C) � ++BEARING THE UL LISTING MARK. v V *BEARING THE UL CLASSIFICATION MARKING C)\ 0 / U N W N Q L PIPE PENETRATION DETAIL 0 o CONTRACTOR SHALL VERIFY N.T.S. ALL CONDITIONS -AI DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, ° OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. U) (n EXISTING CONCRETE SLAB FINISH PER SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED Q_jE NANT SEPARATION WALL SCALE 1/2" - 1'-0" CONCRETE SLAB =R SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED TENANT SEPARATION WALL SCALE 1/2" = l'-0" DRAWN o V N ) a � Q Z N JRJJ —EXISTING METAL ROOF DECK AND EXISTING METAL ROOF DECK AND (1) LAYER 5/8" TYPE "X" W EXIST. SUSPENDED I GYP. BD. @BOTH SIDE OF STRUCTURE. STRUCTURE. N I N O 24" O.C. - 1 HR. TENANT —SEAL WALL TO ROOF DECK 8 I - -- - SEAL WALL TO ROOF DECK o U ) .. O BRACING AND BLOCKING WITH FIRE RATED CAULK (PROVIDE A5-1 WITH FIRE RATED CAULK (PROVIDE FIRE RATED BACKING AS REQUIRED). <W GYP. BD. @ BOTH SIDES o FIRE RATED BACKING AS REQUIRED). I o a @ 24" O.C. - 1 HR. TENANT SEPARATION WALL. � PROVIDE BRACING AND BLOCKING AS REQUIRED BY V) CODE. I -(l) LAYER 5/8" TYPE "X" GYP. BD. @ BOTH ! I Z SIDES OF 6" 20GA. METAL STUDS @ 24" O.C. 6 J W - 1 HR. TENANT SEPARATION WALL. PROVIDE I o ~ BRACING AND BLOCKING AS REQUIRED BY CODE.I - Z Q I I � J W C) ! s W Q U EE NOTE: NEW FIRE WALL IS BE Q O O INSTALLED AROUND EXISTING N Z HVAC DUCTWORK AS SHOWN. U �-- 2J 3'_0» I I Q 48 0 La U p l— cl m I Q O ,5/8" TYPE 'X' GYP. BD. CL W EXISTING CONCRETE SLAB FINISH PER SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED Q_jE NANT SEPARATION WALL SCALE 1/2" - 1'-0" CONCRETE SLAB =R SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED TENANT SEPARATION WALL SCALE 1/2" = l'-0" DRAWN o w U) I —jV) p Z ) a � Q Z N JRJJ DATE (1) LAYER 5/8" TYPE "X" W EXIST. SUSPENDED I GYP. BD. @BOTH SIDE OF ACCOUSTICAL CEILING 6" 20GA. METAL STUDS @ N I N O EXISTING CONCRETE SLAB FINISH PER SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED Q_jE NANT SEPARATION WALL SCALE 1/2" - 1'-0" CONCRETE SLAB =R SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED TENANT SEPARATION WALL SCALE 1/2" = l'-0" DRAWN BJ EXIST. CEILINGOIL EXIST. CEILING _ EXIST. CEILINGO'IL _0 a JRJJ DATE (1) LAYER 5/8" TYPE "X" Z EXIST. SUSPENDED I GYP. BD. @BOTH SIDE OF ACCOUSTICAL CEILING 6" 20GA. METAL STUDS @ N TO REMAIN 24" O.C. - 1 HR. TENANT SHEET SEPARATION WALL. PROVIDE O BRACING AND BLOCKING ---(1) LAYER 5/8" TYPE "X" I AS REQUIRED BY CODE. GYP. BD. @ BOTH SIDES o OF 6" 20GA. METAL STUDS o a @ 24" O.C. - 1 HR. TENANT SEPARATION WALL. ! PROVIDE BRACING AND BLOCKING AS REQUIRED BY CODE. I EXISTING CONCRETE SLAB FINISH PER SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED Q_jE NANT SEPARATION WALL SCALE 1/2" - 1'-0" CONCRETE SLAB =R SCHEDULE UL DESIGN NO. U465 - 1 HOUR RATED TENANT SEPARATION WALL SCALE 1/2" = l'-0" DRAWN BJ CHECKED JRJJ DATE 06-09-06 SCALE AS NOTED PROJECT NO. D62731 FILE NAME 2731A5-1 SHEET A5-1 1R1 QTY OF GANFOV MECHANICAL GENERAL NOTES 1 APPLICABLE CODES: FLORIDA BUILDING CODE 2004 INCLUDING MECHANICAL, PLUMBING, FUEL GAS. NEC 2003, SMACNA, ASHRAE, NFPA 2 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS„ AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY, AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 90B, 91, AND ANSI B-9.1 MECHANICAL REFRIGERATION. 3 THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS, AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 4 THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WITH ALL OTHER TRADES. 5 THE CONTRACTORS HALLSUPPLY THE ARCHITECT WITH "AS -BUILT' DRAWINGS. IF FIELD CHANGES ARE MADE, CONTRACTOR NEEDING DRAWINGS CHANGES FOR INSPECTION, SHALL SUBMIT CHANGES WITH SUFFICIENT TIME TO MAKE DRAWINGS CHANGES. THE CONTRACTOR WILL BE BILLED HOURLY FOR CADD CHANGES IF THE CHANGES WERE NOT PRE - APPROVED BY THE ENGINEER AND OWNER. 6 THE CONTRACTOR SHALL SUBMIT FOR APPROVAL FIVE (5) COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. CONTRACTOR SHALL ALSO SUBMIT OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO THE OWNER. CONTRACTOR SHALL ALSO SUBMIT'WITH MANUFACTURER SUBMITTALS A NOTICE TO OWNER FOR TRAINING. TRAINING SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EQUIPMENT AND CONTROLS WITH NECESSARY TIME TO WNSURE THE OWNER HAS UNDERSTOOD SYSTEM. MINIMUM TRANING HOURS SHALL BE SHEDULED AT 4 -HOURS. ALL COSTS AND TIME OF TRAINING SHALL BE INCLUDED IN THE BID. 7 ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. 8 DUCT SIZES SHOWN ARE INSIDE AIRFLOW DIMENSIONS. WHERE INTERNAL LINERS ARE USED, INSIDE DIAMETER OF DUCT SHALL COMPENSATE FOR INSULATION THICKNESS. 9 ALL SUPPLY AND RETURN BRANCH TAKE -OFFS TO BE PROVIDED WITH MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED IN TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS AND EXTRACTOR ATALL FLEXTAKE OFFS. 10 PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP. REPLACE ALL FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. SUBMIT A NOTICE TO THE OWNER OF HOW MANY FILTERS, SIZES AND LOCATIONS OF ALL FILTERS CHANGED. 11 PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FROM ALL AIR HANDLERS. ALL SMOKE DETECTORS SHALL BE BY SAME MANUFACTURER, COORDINATE VOLTAGE, ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM, BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVICING THAT AREA. WHERE NO FIRE ALARM SYSTEM IS INDICATED, MECHANCIAL CONTRACTOR SHALL ALSO PROVIDE AND INSTALL REMOTE KEY SWITCH AND AUDIBLE/VISUAL ALARM PER CODE. 12 PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH CURTAIN TOTALLY OUT OF AIR STREAM IN ALL DUCTS OR OPENINGS PENETRATING RATED WALL, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION PARTITIONS, FLOOR OR ROOF SLABS AND AT OA INTAKES. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OF GRILLES RATED FOR USE IN CEILING ASSEMBLY. 13 THERMOSTAT LOCATION SHALL BE APPROVED BY THE OWNER AND ENGINEERS BEFORE INSTALLATION. INSTALL 48" A.F.F. PER A.D.A. REQUIREMENTS. INCLUDE ADD ALTERNATE TO PROVIDE ALL THERMOSTATS WITH LOCKING COVERS AND COORDINATE REQUIREMENTS WITH OWNER. PROVIDE A KEY -MAP AT EACH THERMOSTAT WHICH SHOWS A FLOOR PLAN OF AREA BEING SERVED BY THE THERMOSTAT. INSTALL KEP-MAY WITHIN A GLASS PICTURE FRAME AND MOUNT ON WALL. LABEL THERMOSTAT FOR AIR UNIT BEING SERVED. 14 ALL INSULATION SHALL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 15 PROVIDE MINIMUM OF T CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 16 MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 17 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATING OR INSTALLATION OF MATERIALS OR EQUIPMENT. 18 ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA BUILDING CODE - 2001, NFPA, ASHRAE, AND SMACNA DUCT CONSTRUCTION STANDARDS. 19 ROUTE ALL DUCTWORK, PIPING AND ACCESSORIES IN A MANNER TO AVOID BUILDING COMPONENTS STRUCUTRE, AND LIGHTING. COORIDNATE TRANSITIONS MADE TO MAXIMUM PRESSURE DROPS PER FAN AND PUMP MANUFACTURERS CURVES. 20 WHERE REFRIGERANT LINES ARE INSTALLED, SIZE PER MANUFACTURER'S INSTRUCTIONS WITH RESPECT TO LENGTH AND FITTINGS TO BE INSTALLED IN PIPING. 21 ALL DEBRIS SHALL BE PROPERLY DISPOSED OFF SITE. CLEAN UP SITE DAILY AFTER WORK IS COMPLETE. IF CLEAN UP PERFORMED BY OWNER'S REPRESENTATIVE AS A RESULT OF SUBCONTRACTOR NOT PERFORMING CLEAN UP OPERATIONS, OWNER WILL HAVE THE RIGHT TO CHARGE SUBCONTRACTOR FOR CLEAN UP LABOR. 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED WITHIN THIS CONTRACT. SPECIFICATIONS 1.0 BASIC MATERIAL AND METHODS 1.1 SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. 1.2 GENERAL AND SPECIAL CONDITIONS ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONALLY, WORK SHALL COMPLY WITH FLORIDA BUILDING CODE (2001), ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION, AND NATIONAL ELECTRICAL CODE. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. 1.3 QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF DEFECTS. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACNA, NFPA, AND UL. INSTALL ALL EQUIPMENT, PIPING, DUCTWORK, AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM FLAME SPREAD RATING SHALL BE 25 AND MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. 1.4 COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. 1.5 PENETRATIONS, CUTTING, AND PATCHING SEAL ALL PIPING AND DUCT PENETRATIONS OF WALLS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. PIPING PENETRATIONS OF RATED FLOORS AND WALLS SHALL BE SEALED WITH FIRESTOPPING MATERIAL. FLASH ALL ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. PROVIDE FIRE DAMPERS AT ALL RATED PENETRATIONS. 1.6 HANGERS AND SUPPORTS PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK, AND EQUIPMENT IN ACCORDANCE WITH SMACNA, MSS, ASME, AND ASHRAE STANDARDS. SUPPORT ALL ITEMS FROM INTEGRAL BUILDING STRUCTURAL MEMBERS. DO NOT HANG ITEMS FROM ROOF DECKING. 3.0 DUCTWORK AND ACCESORIES 3.1 AIR DUCTS — SUPPLY AND RETURN (BASE—BID) GALVANIZED SHEET METAL WITH LOCK—FORMING QUALITY ASTM A653, G90 COATING, MILL PHOSPHATIZED FINISH FOR DUCTS EXPOSED TO VIEW. CLASS DESIGNATION SHALL BE ADEQUATE FOR PRESSURE IN DUCT SYSTEM PER TOTAL PRESSURE AS SCHEDULED FROM EQUIPMENT SHOP DRAWINGS; ADD A 20% SAFETY FACTOR TO LISTED TOTAL PRESSURE TO ACCOMODATE CHANGES IN FIELD CONDITIONS TO EXTERNAL STATIC PRESSURE. INSULATE RTU SUPPLY/RETURN AIR DUCTS WITH MINERAL FIBERLASS BLANKETS BONDED WITH A THERMOSETTING RESIN. ASTM C 553, TYPE II, WITHOUT FACING AND WITH ALL—SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL,, VINYL FILM. DENSITY SHALL BE MIN 1.5 LB/CUFT. THICKNESS TO MAINTAIN AN R VALUE OF 6. 3.2 AIR DUCTS — EXHAUST AIR SMACNA LOW PRESSURE CLASS GALVANIZED SHEET METAL DUCT SYSTEM WITH LOCK FORMING QUALITY. (SNAP—LOCK IS OK) 3.3 VOLUME CONTROL DAMPERS PROVIDE VOLUME CONTROL DAMPERS AT EACH BRANCH DUCT AND AS NECESSARY FOR PROPER SYSTEMBALANCING. PROVIDE FACTORY FABRICATED VOLUME CONTROL DAMPERS COMPLETE WITH REQUIRED LOCKING HARDWARE AND ACCESSORIES_ 4.0 ADJUSTING, AND BALANCING ADJUST SYSTEMS AS INDICATED_ PROVIDE BALANCE REPORT. 5.0 SUBMITTALS PROVIDE 6—SETS (EACH) OF MANUFACTURERS DATA, 0&M MANUALS, DIMENSIONAL DATA AND CLEAREANCES, CONNECTION DATA, COLOR SAMPES (IF REQUIRED), AND TEST DATA FOR THE FOLLOWING: DIFFUSERS/GRILLES_ SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING OF EQUIPMENT. ENGINEER WILL REQUIRE 7 WORKING DAYS TO REVIEW DRAWINGS. LEGEND ABBREVIATIONS DESCRIPTION AC AIR CONDITIONING IN -H20 INCHES OF WATER ACH AIR CHANGES PER HOUR KW KILOWATT AD ACCESS DOOR LAT LEAVING AIR TEMPERATURE AFF ABOVE FINISHED FLOOR LAT LATENT AG ABOVE GRADE LD LOUVERED DOOR AHU AIR HANDLING UNIT LRA LOCKED ROTOR AMPS Al ANALOG INPUT LVG LEAVING AO ANALOG OUTPUT LWT LEAVING WATER TEMPERATURE AP ACCESS PANEL MAX MAXIMUM APPROX APPROXIMATELY MBH 1000xBTU BDD BACK DRAFT DAMPER MCA MINIMUM CIRCUIT AMPACITY BFF BELOW FINISHED FLOOR MEZZ MEZZANINE BHP BRAKE HORSE POWER MIN MINIMUM BOD BOTTOM OF DUCT MISC MISCELLANEOUS BOT BOTTOM NC NORMALLY CLOSED BTU BRITISH THERMAL UNIT NIC NOT IN CONTRACT CAP CAPACITY NO NORMALLY OPEN CC COOLING COIL NTS NOT TO SCALE CD CONDENSATE DRAIN OA OUTSIDE AIR CFM CUBIC FEET PER MINUTE. OAI OUTSIDE AIR INTAKE CLG CEILING OAL OUTSIDE AIR LOUVER CMU CONCRETE MASONRY UNIT OC ON CENTER CONN CONNECTION PD PRESSURE DROP CT COOLING TOWER PH PHASE CU CONDENSING UNIT POC POINT OF NEW CONNECTION DB DRY BULB PRESS PRESSURE DDC DIRECT DIGITAL CONTROL PVC POLYVINYLCHLORIDE DG DOOR GRILLE RA RETURN AIR DI DIGITAL INPUT RD ROOF DRAIN DN DOWN REF REFRIGERANT DO DIGITAL OUTPUT RG RETURN GRILLE DP DEW POINT RL RAIN LEADER DX DIRECT EXPANSION RLA RUNNING LOAD AMPS EA EXHAUST AIR RPM REVOLUTIONS PER MINUTE EAT ENTERING AIR TEMPERATURE RS REFRIGERANT SENSOR EA EXHAUST AIR RTU ROOFTOP A/C UNIT EAT ENTERING AIR TEMPERATURE RTU ROC)F TOP UNIT EER ENERGY EFFICIENCY RATIO SA SUPPLY AIR EF EXHAUST FAN SD SUPPLY DIFFUSER EG EXHAUST GRILLE SD FIRE STAT EL ELEVATION SD SMOKE DETECTOR ELEC ELECTRICAL SEN SENSIBLE ENT ENTERING SG SUPPLY GRILLE EQUIP EQUIPMENT SP STATIC PRESSURE ESP EXTERNAL STATIC PRESSURE STRUCT STRUCTURAL ET EXPANSION TANK SYS SYSTEM EXH EXHAUST T TEMPERATURE EXIST EXISTING TSP TOTAL STATIC PRESSURE F FAHRENHEIT TYP TYPICAL FA FILTER ACCESS UC UNDERCUT FACP FIRE ALARM CONTROL PANEL UG UNDERGROUND FD FIRE DAMPER UL UNDERWRITERS LABORATORY FD FLOOR DRAIN LION UNLESS OTHERWISE NOTED FL FLOOR UV UNIT VENTILATOR FLA FULL LOAD AMPACITY VAW VARIABLE AIR VOLUME H HUMIDITY VD VOLUME DAMPER HC HEATING COIL VFD VARIABLE FREQUENCY DRIVE HP HORSEPOWER WB WET BULB HZ HERTZ MECHANICAL GENERAL NOTES 1 APPLICABLE CODES: FLORIDA BUILDING CODE 2004 INCLUDING MECHANICAL, PLUMBING, FUEL GAS. NEC 2003, SMACNA, ASHRAE, NFPA 2 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS„ AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY, AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 90B, 91, AND ANSI B-9.1 MECHANICAL REFRIGERATION. 3 THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS, AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 4 THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WITH ALL OTHER TRADES. 5 THE CONTRACTORS HALLSUPPLY THE ARCHITECT WITH "AS -BUILT' DRAWINGS. IF FIELD CHANGES ARE MADE, CONTRACTOR NEEDING DRAWINGS CHANGES FOR INSPECTION, SHALL SUBMIT CHANGES WITH SUFFICIENT TIME TO MAKE DRAWINGS CHANGES. THE CONTRACTOR WILL BE BILLED HOURLY FOR CADD CHANGES IF THE CHANGES WERE NOT PRE - APPROVED BY THE ENGINEER AND OWNER. 6 THE CONTRACTOR SHALL SUBMIT FOR APPROVAL FIVE (5) COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. CONTRACTOR SHALL ALSO SUBMIT OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO THE OWNER. CONTRACTOR SHALL ALSO SUBMIT'WITH MANUFACTURER SUBMITTALS A NOTICE TO OWNER FOR TRAINING. TRAINING SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EQUIPMENT AND CONTROLS WITH NECESSARY TIME TO WNSURE THE OWNER HAS UNDERSTOOD SYSTEM. MINIMUM TRANING HOURS SHALL BE SHEDULED AT 4 -HOURS. ALL COSTS AND TIME OF TRAINING SHALL BE INCLUDED IN THE BID. 7 ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. 8 DUCT SIZES SHOWN ARE INSIDE AIRFLOW DIMENSIONS. WHERE INTERNAL LINERS ARE USED, INSIDE DIAMETER OF DUCT SHALL COMPENSATE FOR INSULATION THICKNESS. 9 ALL SUPPLY AND RETURN BRANCH TAKE -OFFS TO BE PROVIDED WITH MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED IN TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS AND EXTRACTOR ATALL FLEXTAKE OFFS. 10 PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP. REPLACE ALL FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. SUBMIT A NOTICE TO THE OWNER OF HOW MANY FILTERS, SIZES AND LOCATIONS OF ALL FILTERS CHANGED. 11 PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FROM ALL AIR HANDLERS. ALL SMOKE DETECTORS SHALL BE BY SAME MANUFACTURER, COORDINATE VOLTAGE, ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM, BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVICING THAT AREA. WHERE NO FIRE ALARM SYSTEM IS INDICATED, MECHANCIAL CONTRACTOR SHALL ALSO PROVIDE AND INSTALL REMOTE KEY SWITCH AND AUDIBLE/VISUAL ALARM PER CODE. 12 PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH CURTAIN TOTALLY OUT OF AIR STREAM IN ALL DUCTS OR OPENINGS PENETRATING RATED WALL, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION PARTITIONS, FLOOR OR ROOF SLABS AND AT OA INTAKES. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OF GRILLES RATED FOR USE IN CEILING ASSEMBLY. 13 THERMOSTAT LOCATION SHALL BE APPROVED BY THE OWNER AND ENGINEERS BEFORE INSTALLATION. INSTALL 48" A.F.F. PER A.D.A. REQUIREMENTS. INCLUDE ADD ALTERNATE TO PROVIDE ALL THERMOSTATS WITH LOCKING COVERS AND COORDINATE REQUIREMENTS WITH OWNER. PROVIDE A KEY -MAP AT EACH THERMOSTAT WHICH SHOWS A FLOOR PLAN OF AREA BEING SERVED BY THE THERMOSTAT. INSTALL KEP-MAY WITHIN A GLASS PICTURE FRAME AND MOUNT ON WALL. LABEL THERMOSTAT FOR AIR UNIT BEING SERVED. 14 ALL INSULATION SHALL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 15 PROVIDE MINIMUM OF T CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 16 MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 17 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATING OR INSTALLATION OF MATERIALS OR EQUIPMENT. 18 ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA BUILDING CODE - 2001, NFPA, ASHRAE, AND SMACNA DUCT CONSTRUCTION STANDARDS. 19 ROUTE ALL DUCTWORK, PIPING AND ACCESSORIES IN A MANNER TO AVOID BUILDING COMPONENTS STRUCUTRE, AND LIGHTING. COORIDNATE TRANSITIONS MADE TO MAXIMUM PRESSURE DROPS PER FAN AND PUMP MANUFACTURERS CURVES. 20 WHERE REFRIGERANT LINES ARE INSTALLED, SIZE PER MANUFACTURER'S INSTRUCTIONS WITH RESPECT TO LENGTH AND FITTINGS TO BE INSTALLED IN PIPING. 21 ALL DEBRIS SHALL BE PROPERLY DISPOSED OFF SITE. CLEAN UP SITE DAILY AFTER WORK IS COMPLETE. IF CLEAN UP PERFORMED BY OWNER'S REPRESENTATIVE AS A RESULT OF SUBCONTRACTOR NOT PERFORMING CLEAN UP OPERATIONS, OWNER WILL HAVE THE RIGHT TO CHARGE SUBCONTRACTOR FOR CLEAN UP LABOR. 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED WITHIN THIS CONTRACT. SPECIFICATIONS 1.0 BASIC MATERIAL AND METHODS 1.1 SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. 1.2 GENERAL AND SPECIAL CONDITIONS ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS. ADDITIONALLY, WORK SHALL COMPLY WITH FLORIDA BUILDING CODE (2001), ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION, AND NATIONAL ELECTRICAL CODE. ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE. 1.3 QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF DEFECTS. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACNA, NFPA, AND UL. INSTALL ALL EQUIPMENT, PIPING, DUCTWORK, AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM FLAME SPREAD RATING SHALL BE 25 AND MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. 1.4 COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. 1.5 PENETRATIONS, CUTTING, AND PATCHING SEAL ALL PIPING AND DUCT PENETRATIONS OF WALLS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. PIPING PENETRATIONS OF RATED FLOORS AND WALLS SHALL BE SEALED WITH FIRESTOPPING MATERIAL. FLASH ALL ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. PROVIDE FIRE DAMPERS AT ALL RATED PENETRATIONS. 1.6 HANGERS AND SUPPORTS PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK, AND EQUIPMENT IN ACCORDANCE WITH SMACNA, MSS, ASME, AND ASHRAE STANDARDS. SUPPORT ALL ITEMS FROM INTEGRAL BUILDING STRUCTURAL MEMBERS. DO NOT HANG ITEMS FROM ROOF DECKING. 3.0 DUCTWORK AND ACCESORIES 3.1 AIR DUCTS — SUPPLY AND RETURN (BASE—BID) GALVANIZED SHEET METAL WITH LOCK—FORMING QUALITY ASTM A653, G90 COATING, MILL PHOSPHATIZED FINISH FOR DUCTS EXPOSED TO VIEW. CLASS DESIGNATION SHALL BE ADEQUATE FOR PRESSURE IN DUCT SYSTEM PER TOTAL PRESSURE AS SCHEDULED FROM EQUIPMENT SHOP DRAWINGS; ADD A 20% SAFETY FACTOR TO LISTED TOTAL PRESSURE TO ACCOMODATE CHANGES IN FIELD CONDITIONS TO EXTERNAL STATIC PRESSURE. INSULATE RTU SUPPLY/RETURN AIR DUCTS WITH MINERAL FIBERLASS BLANKETS BONDED WITH A THERMOSETTING RESIN. ASTM C 553, TYPE II, WITHOUT FACING AND WITH ALL—SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL,, VINYL FILM. DENSITY SHALL BE MIN 1.5 LB/CUFT. THICKNESS TO MAINTAIN AN R VALUE OF 6. 3.2 AIR DUCTS — EXHAUST AIR SMACNA LOW PRESSURE CLASS GALVANIZED SHEET METAL DUCT SYSTEM WITH LOCK FORMING QUALITY. (SNAP—LOCK IS OK) 3.3 VOLUME CONTROL DAMPERS PROVIDE VOLUME CONTROL DAMPERS AT EACH BRANCH DUCT AND AS NECESSARY FOR PROPER SYSTEMBALANCING. PROVIDE FACTORY FABRICATED VOLUME CONTROL DAMPERS COMPLETE WITH REQUIRED LOCKING HARDWARE AND ACCESSORIES_ 4.0 ADJUSTING, AND BALANCING ADJUST SYSTEMS AS INDICATED_ PROVIDE BALANCE REPORT. 5.0 SUBMITTALS PROVIDE 6—SETS (EACH) OF MANUFACTURERS DATA, 0&M MANUALS, DIMENSIONAL DATA AND CLEAREANCES, CONNECTION DATA, COLOR SAMPES (IF REQUIRED), AND TEST DATA FOR THE FOLLOWING: DIFFUSERS/GRILLES_ SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING OF EQUIPMENT. ENGINEER WILL REQUIRE 7 WORKING DAYS TO REVIEW DRAWINGS. LEGEND SYMBOL DESCRIPTION ® © SUPPY DUCT (UP & DOWN) ® © EXHAUST DUCT (UP & DOWN) © © RETURN AIR DUCT (UP & DOWN) IFNI CEILING DIFFUSERS — 10"o CEILING RETURN AIR GRILLE p SIDE WALL REGISTER OR GRILLE W X D NEW DUCT — WIDTH X DEPTH W X D — EXISTING DUCT TO REMAIN ' R/ EXISTING DUCT/GRILLE/DIFFUSER TO REMOVE OR /�////�/i� fi/l/WW RELOCATE FLEXIBLE DUCTWORK ABBREVIATIONS DUCT TRANSITION — CONCENTRIC DUCT TRANSITION — ECCENTRIC DUCT TRANSITION — RECT TO IRND MANUAL VOLUME DAMPER VANED ELBOW (PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH TURNING VANES EVEN IF SYMBOL IS MISSING.) FD FIRE DAMPER FSD FIRE/SMOKE DAMPER (SENSOR ONLY) RTU -X T ITS THERMOSTAT (PROGRAMMABLE, 7 -DAY) DH HUMIDISTAT SD SMOKE DETECTOR AIR DIST SCHEDULE _ EXISITING DIFFUSER TO BE RELOCATED- LOCATE IN GENERAL LOCATION SD -R SHOWN WITH RESPECT TO CEILING GRID, LIGHTS, SPRINKLERS, ETC_ 24"x24" 3 -CONE ALUMINUM SUPPLY AIR DIFFUSER. 360 DEGREE FIXED SD -1 PATTERN. LOUVERED FACE. T -BAR LAY IN. NECK TO MATCH FLEX SIZE. WHITE FINISH. CFM INDICATED ON PLANS. PROVIDE PATTERN CONTROLLER. BASIS OF DESIGN: MATCH EXISTING. 24"x24" LOUVERED FACE ALUMINUZED STEEL HINGED RETURN GRILLE, RG -1 STANDARD FINISH, FIELD PAINT PER OWNER'S REQUIREMENTS. MAX NECK SIZE, BASIS OF DESIGN: METAL-AIRE - RH. COORDINATE MOUNTING TYPE WITH ARCHITECTURAL CEILING TYPE. LOAD DATA OUTSIDE AIR SUMMER = 94/78F WINTER = 35F INSIDE TEMP = 68-78F JJMILAN ENGINEERING, Inc consulting for architecture 1211 SR 436, Suite 163 Casselberry, Florida P:407.574.7800 / x:407.574.6018 www.milan-engineering.com. Certificate of Authorization #26271 a 0 a C 3 0 v 0 c a� E N N v 0 0 W Cp 0 U N 0 0 zj -o 0 Cl0 0 0 Q 0 a U 3 0 0 q) V) 0 LIL CL -v v N v 0 0 s 0 0 ,r 0 0 N N L_ 0 0 v i L v a a t a a U a a z a I u a s a V Q t C 4 a a i 4 a S A a t 1 I i i m FLEX DUCT 0 — 100 CFM — 60 101 — 200 CFM — 8"0 201 — 325 CFM — 10"o 326 — 550 CFM — 12"0 551 — 900 CFM — 14"0 901 — 1200 CFM — 16"0 LOAD DATA OUTSIDE AIR SUMMER = 94/78F WINTER = 35F INSIDE TEMP = 68-78F JJMILAN ENGINEERING, Inc consulting for architecture 1211 SR 436, Suite 163 Casselberry, Florida P:407.574.7800 / x:407.574.6018 www.milan-engineering.com. Certificate of Authorization #26271 a 0 a C 3 0 v 0 c a� E N N v 0 0 W Cp 0 U N 0 0 zj -o 0 Cl0 0 0 Q 0 a U 3 0 0 q) V) 0 LIL CL -v v N v 0 0 s 0 0 ,r 0 0 N N L_ 0 0 v i L v a a t a a U a a z a I u a s a V Q t C 4 a a i 4 a S A a t 1 I i i m AG, JJ, MP CHECKED MKS DATE 06-08-06 SCALE AS NOTED V) D52731 FILE NAME SHEET z ABBREVIATIONS M'. ■ 0 V) w a 0 0 z FQ � W E� p O O ~ a ® O w 00 o I • Qo in 00 U~�00- LLJ (D V 1 i) C2� -r- E..i o z o C:dO W g a � xw Engineer of Record P4- 2008 Mitesh K. Smart, PE 52772 J'L) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. • O IIS. V) Q � � �— Q Z J � W 0 W Q _ W O to BZW Z � � (Wj F- < a- J LLj O W cr) O z .o 1 W i 1 J j U - 4J O Q DRAWN AG, JJ, MP CHECKED MKS DATE 06-08-06 SCALE AS NOTED PROJECT NO. D52731 FILE NAME SHEET MECH_NOTES-AND ABBREVIATIONS M'. ■ 32 A.9 F � � ► I' -J I I I PLAN NOTES OREMOVE EXISTING AIR DIFFUSERS OR RETURN AIR GRILLES FOR RELOCATION. REMOVE FLEXIBLE DUCT AND CAP AND SEAL MAIN DUCT IF NOT REUSED. O2 REMOVE AIR DIFFUSER AND FLEXIBLE DUCT, CAP AND SEAL MAIN DUCT. <3> SUPPLY/RETURN MAIN AIR DUCT TO REMAIN. O4 REMOVE EXHAUST FAN AND SUPPLY GRILLE. CAP AND SEAL EXISTING MAIN DUCT, O5 REMOVE PLUMBING FIXTURES, WATER HEATER, ETC., INCLUDING ALL ASSOCIATED WATER AND WASTE PIPING AND SUPPORTS. CAP AND SEAL PIPING. DRAINAGE DEAD ENDS ARE NOT ALLOW. OREMOVE SECTION OF DUCT RETURN TO INSTALL NEW FIRE DAMPER O7 REMOVE EXISTING FIRE DAMPER/RE-CONNECT DUCIF. C — D(: E • 5 r 7 -- -O I I '-✓,- <2> 2 O 1 I 2 2 'I F II � 2 a II 11 ] IIIj ' N -I- L I 7T1 L= J L� I X21 ,��/ EXISITNG VAV � I I . I N O I 2 2 I I 2 2 O O • /iii /iii /ilii / i i i%//i------- I ------- — —�� H H ----- 770-----—— H 1I �! I —i� i I I 3 5 I I EXISITNG VAV I 7-7 I I I- 6 -T- -T- -j- --F- -j- -j- %,'LTi/ ll//�/iT. T -i- -� -i- -r �# rn — -i- l I I i I i I I I I I I I I I I I I I I I� I I I I I I I I I I I I I I I I I I II I I I I I I I I I -- I- -�-- 1 -1 - -- -- -1 - - - ---- -- I - - - I -- --1I --- -- -- - I- - -----1 ---- - ; -1 - - -- ---1 _ _ -A --I - - ---1 -- --,1- � - - T � -- ---1 -- 1-- ---1 - - -- � --- � - - - 1 - 1 -- - I 1 I I L - - --1 -- -1 - - � - 1- - � ---,-L - --L - - - --- - - - ---- - - - - --t - --- - --r-1--- - --- -- - - - - - - - - - r - r r -- -t -- i - t - t t -rt - -- -r- - I t `t— t— F— -- t t t t tf i t — f t i —1. _ -- - I I -----t --I - -- -I — — -- - A.9 O O O DEMOLITION FLOOR PLAN Sa4m. 1/v m I, --W J�M1 LAN ENGINEERING, Inc consulting for architecture 1211 SR 436, Suite 163 Casselberry, Florida P:407.574.7800 / 1•:407.574.6018 www.mibn-engineering. com Certificate of Authorization #26271 9 0. B 32 0 0 0 0 v, 0 v 0 cn CP v s V 0 0 0 CL43Q CL 0 3 V t 3 0 0 Q- v a: 0 0 s V 0 Q) Q) t 0 N 7 CP 0 v .Q V C) N 0 0 O U a� U Q v V O Q a O CL 0 U C U 2 Q 0 U O Of a Q. 0 0. a v 2 v an (L) 0 C) cv x C; CL C C: Q W N O � O Q++ O O 0 o�w00 ��o Z I • QLj0 LO00 O LTJ n O W W o Lx E--4� � x W J J Engineer of K- cord 0161 Mitesh K. Smart, PE 52772 (FL) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. ♦ • 0 z W Cl - J I-- Q Q� Z J � W � w QU � _ Ln W o cry CD z Z: Q+ � O) V O� < D- LLJ LL J O W N 0 Z Z (n Q w 0 LLJZ U 'y O s? DRAWN AG, JJ, MP CHECKED MKS DATE 06-08-06 SCALE AS NOTED PROJECT NO. D52731 FILE NAME SHEET MECH_DEMO-PLAN M201 L A N S I Al CITY OF GANIISFM) O SD -1 NEW SUPPLY AIR DIFFUSER NEW LOCATION OF EXISTING SUPPLY AIR DIFFUSER SD -R EXISTING RETURN AIR GRILLE'S TO REMAIN / NEW RETURN AIR GRILLE RG -1 OEXISTING VAV BOX AND DUCTWORK TO REMAIN. BALANCE AIRFLOW SYSTEM TO PROVIDE SAME CFM FOR EACH DIFFUSER. 0 0 NEW CONDITIONS FLOOR PLAN M NI LA.!� ENGINEERING, Inc consulting for architecture 1211 SR 436, Suite 163 Casselberry, Florida P:407.574.7800 / x:407.574.6018 www.milan-engineering, com Certificate of Authorization #26271 a L O L CL rn c 0 L �v m m L 0 a� E C rn N l!1 O L Q q CD L V N Q V 7 a O L a N d 0 a Q N t v t 3 O 0 L Q. c 0 m 0 O N L O r-� C N 7 V O L 0 V N N L N rn L a� 0 v 0 V O N N Z L 0 0 Q L 0 U C U d L U L Q N N a-. a V O 0 Q 77 77 'D O O O 0 U d t a 0 U O d 0VI V rW E� V 0 Dew 00 Cn UCD �� a O ~ W O r 00 co � r r-. N z c) U W �� LL - 0 -4 `.d V Engineer of Record Mite h K. Smart, P1J 52772 (xL) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. Qf• 0 LA— V) < � CL Q r Ln w O cn t 4 C) Z: n 0 V O. a � w O� w � in o z Lv Z V) a o a � � w a� a Q rn _ 3 v W v a� En z a� 0 0 N a o C Q, DRAWN AG, JJ, MP CHECKED MKS DATE 06-08-06 SCALE AS NOTED PROJECT NO. D52731 FILE NAME SHEET NEW MECH PLAN KA'? "? I Of Ahie CITY OF S N:F 1, a ELECTRICAL NOTES GENERAL REQUIREMENTS A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS, B. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATIONS OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. C. LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED UNDER THE ELECTRICAL CONTRACTORS' SCOPE OF WORK SHALL BE PERFORMED BY EXPERIENCED MECHANICS OF THE PROPER TRADE AND ALL WORKMANSHIP SHALL BE FIRST CLASS AND SHALL BE IN COMPLIANCE WITH THE SPECIFIC REQUIREMENTS OF THE CONTRACT DRAWINGS - D. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. SUBMISSION OF A BID CONSTITUTES ACCEPTANCE OF FIELD CONDITIONS. E. ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS SHALL APPLY TO ELECTRICAL SYSTEMS. F. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING CODES AND STANDARDS: FLORIDA BUILDING CODE, (FBC); NATIONAL FIRE PROTECTION ASSOCIATION, (NFPA); NATIONAL ELECTRICAL CODE, (NEC); NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION, (NEMA); NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION, (NECA); AMERICAN NATIONAL STANDARDS INSTITUTE, (ANSI); UNDERWRITERS LABORATORIES, (UL); ALL LOCAL CODIES, ORDINANCES, REGULATIONS, FPL STANDARDS, AND THE AUTHORITY HAVING JURISDICTION. G. ALL MATERIALS PROVIDED BY THE CONTRACTOR SHALL BE NEW AND FREE OF DEFECTS AND SHALL BE UL LISTED FOR THE INTENDED APPLICATION. THE ELECTRICAL DRAWINGS ARE NOT TO BE SCALED. WHERE SPECIFIC DETAILS AND DIMENSIONS FOR ELECTRICAL WORK ARE NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL TAKE MEASUREMENTS AND MAKE LAYOUTS AS REQUIRED FOR THE PROPER INSTALLATION AND COMPLETION OF THE WORK. H. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS, AND ARRANGE FOR ALL REQUIRED INSPECTIONS. L CONTRACTOR SHALL INSPECT SITE FOR FIELD VERIFICATION OF ALL ASPECTS OF THE PROJECT PRIOR TO BIDDING. J- THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATION OF SWITCHES, PANELBOARDS, CONDUITS„ AND OTHER WORK. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION OF WORK, K. ALL DISCONNECT SWITCHES AND STARTERS FOR THE MECHANICAL EQUIPMENT SHALL BE SIZED AND PROVIDED BY THE ELECTRICAL CONTRACTOR AND INSTALLED AND CIRCUITED BY THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE NOTED. INSTALL SWITCHES IN ACCESSABLE LOCATIONS. L- THE ELECTRICAL CIRCUITS, COMPONENTS, AND CONTROLS ARE SELECTED AND SIZED FOR THE EQUIPMENT SPECIFIED AND OR SHOWN. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT ARE FURNISHED, IT SHALL BE THE (RESPONSIBILITIES OF ALL PARTIES CONCERNED, INVOLVED IN AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO VERIFY AND COMPARE THE ELECTRICAL CHARACTERISTICS OF THAT FURNISHED TO THAT SHOWN. M- FIELD COORDINATE EXACT ELECTRICAL CONNECTION POINTS TO EQUIPMENT PRIOR TO ROUGH -IN OF ELECTRICAL COMPONENTS. N- FIELD DETERMINE EXACT MOUNTING LOCATION OF DUCT MOUNTED SMOKE DETECTORS. INSTALL PER NFPA AND MANUFACTURER'S WRITTEN INSTRUCTIONS. 0. COORDINATE MOUNTING LOCATIONS OF LIGHTING SWITCHES, F/A DEVICES, TV, DATA/TEL OUTLETS, AND RECEPTACLES WITH MILLWORK, PRIOR TO ROUGH -IN. P. COORDINATE MOUNTING LOCATIONS OF RECEPTACLE AND TV AND DATA OUTLETS WITH OWNER REPRESENTATIVE PRIOR TO ROUGH -IN. REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTION TYPES. Q- PROVIDE A 120V RECEPTACLE AND SWITCHED LIGHTING OUTLET WITH LAMP WITHIN 3 FT. OF THE SERVICING SIDE OF ALL ELECTRICALLY OPERATED MECHANICAL EQUIPMENT INSTALLED IN ATTICS AND CRAWL SPACES. R- THE CONTRACTOR SHALL PROVIDE ALL CHANNEL AND ANGLE: SUPPORTING SYSTEMS, HANGERS, ANCHORS, SLEEVES, BRACKETS, FABRICATED ITEMS, AND HARDWARE AS REQUIRED TO PROVIDE SECURE SUPPORT, PER N.E.C., FOR ALL ELECTRICAL COMPONENTS FROM THE BUILDING STRUCTURE. S- IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. THE WORD PROVIDE MEANS "FURNISH AND INSTALL COMPLETE AND READY FOR USE". COORDINATE EXACT LOCATION OF DEVICES WITH EQUIPMENT VENDOR PRIOR TO INSTALLATION. T. CIRCUIT NUMBERS SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. BALANCE LOADS AMONG PHASES IN NEW PANELBOARDS TO WITHIN 10% OF EACH OTHER. U_ SOME LEGEND SYMBOLS MIGHT NOT BE USED - SEE FLOOR PLANS FOR APPLICABLE DEVICES. V. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION WITH THE WORK OF OTHER TRADES AND SPACE WILL PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH THE WORK OF OTHER TRADES AND STRUCTURE. SIMPLIFY INSTALLATION WHEREVER POSSIBLE, BUT SUBJECT TO APPROVAL BY THE ARCHITECT FOR VISUAL AND STRUCTURAL REASONS. IT IS NOT WITHIN THE SCOPE OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, PULL BOXES, AND OBSTRUCTIONS. THE DRAWINGS ARE NOT INTENDED TO BE SCALED AND REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS - X_ MAINTAIN ON THE JOB SITE, IN GOOD CONDITION, ONE SET OF UP-TO-DATE ELECTRICAL DRAWINGS- PROGRESSIVELY, NEATLY, LEGIBLY, AND EXACTLY RECORD ON THESE DRAWINGS THE LOCATION OF ALL CONCEALED CONDUIT RUNS AND ALL WORK WHICH IS INSTALLED DIFFERENTLY THAN .IN THE LOCATION AND MANNER INDICATED ON THE DRAWINGS. ON COMPLETION OF THE WORK, THE DRAWINGS SHALL BE TURNED OVER TO THE ARCHITECT FOR APPROVAL AND POSSESSION AS A PERMANENT AND COMPLETE RECORD DOCUMENT OF THE ELECTRICAL WORK. Y. WHERE DISCREPANCIES OCCUR, THE ARCHITECTURAL REFLECTED CEILING PLANS TAKE PRECEDENCE OVER THE ELECTRICAL LIGHTING FOR LOCATION AND ORIENTATION OF LIGHTING FIXTURES. Z. PROVIDE TEMPORARY LIGHTING AND POWER WHERE REQUIRED - AA. SEAL ALL PENETRATIONS OF FIRE -RATED WALLS, FLOORS, OR CEILINGS WITH U.L- APPROVED FIRESTOPPING MATERIALS TO PROVIDE AN EQUAL RATING AS FUOOR, WALL, OR CEILING ASSEMBLY BEING PENETRATED. SEAL ALL OPENINGS ON WALLS OF ELECTRICAL CLOSETS, TELEPHONE CLOSETS, AND UNDERFLOOR AIR STOPS. AB. FIRESTOP ALL PENETRATIONS AS REQUIRED BY THE 2002 EDITION OF THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION, AC_ FINAL CLEANUP AND FIELD TESTS AFTER COMPLETION OF THE ENTIRE ELECTRICAL INSTALLATION: 1, PRIOR TO FINAL ACCEPTANCE, CLEAN ALL SWITCHES, CABINETS, DEVICE PLATES, FIXTURES, AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT, AND ENSURE THAT ALL PANELBOARD DIRECTORIES ARE IN PLACE AND COMPLETED OR REVISED AS REQUIRED BY THE WORK, AND THAT ALL MARKING AND IDENTIFICATION OF ALL EQUIPMENT, JUNCTION BOXES, AND OTHER ITEMS IS COMPLETED. 2. REPAIR OR REPLACE, AS DIRECTED BY THE ARCHITECT, ANY ITEMS DAMAGED DUE TO INSTALLATION OR RELOCATION OF EQUIPMENT OR DEVICES AT NO ADDITIONAL COST TO THE OWNER. 3. REPLACE ALL DEFECTIVE FIXTURES, CABLES, OR OTHER EQUIPMENT ENCOUNTERED DURING THE COURSE OF TESTING AND RETEST TO THE SATISFACTION OF THE ENGINEER. AD- WHERE CONCEALED BY INACCESSIBLE FINISHES, PROVIDE ACCESS DOORS TO ELECTRICAL JUNCTION & PULL BOXES, ELECTRICAL CONTROL DEVICES AND EQUIPMENT, ELECTRICAL DISCONNECT SWITCHES, AND ALL OTHER ITEMS REQUIRING SERVICE, MAINTENANCE, OPERATION, OR ADJUSTMENT. SIZE AND LOCATE ACCESS DOORS FOR EASE OF PERFORMANCE OF THE FUNCTION INTENDED, BUT SHALL NOT BE SMALLER THAN 18" x 18". COORDINATE LOCATION OF ACCESS DOORS WITH ALL AFFECTED TRADES. ACCESS DOORS FOR WALLS, CEILINGS, AND FLOORS, BOTH STANDARD AND FIRE RATED, ARE TO BE REVIEW AND APPROVE BY ARCHITECT - AE. ALL MOUNTING HEIGHTS INDICATED ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE NOTED. AF- NEW CIRCUITS ARE NOTED AT FIXTURE'S LOCATION INDICATED BY FIXTURE'S DESIGNATION FOLLOWED BY THE PANEL AND CIRCUIT NUMBER. AG_ PRODUCT MANUFACTURERS LISTED IN THE DESIGN DRAWINGS WERE USED JAS A BASIS FOR DESIGN. ALTERNATIVE MANUFACTURES WILL BE ACCEPTABLE OF THEIR PRODUCTS ARE APPROVED TO BE EQUAL BY THE ENGINEER OF RECORD. AH. SERIES RATING OF PANELBOARDS WILL BE ACCEPTABLE IF THE PANELBOARD MANUFACTURER PROVIDES THE ENGINEER OF RECORD WITH A COORDINATION STUDY OF THE EQUIPMENT, INDICATING PROTECTION EQUAL TO OR HIGHER THAN THE AVAILABLE FAULT CURRENT INDICATED. MATERIALS AND METHODS A. ALL WIRES SHALL BE THHN/THWN-2 STRANDED COPPER, OUN. NO ALUMINUM WIRES WILL BE PERMITTED. B_ MINIMUM WIRE SIZE SHALL BE #12 AWG, UON. FOR RUNS OVER 100 FT. IN LENGHT MINIMUM WIRE SIZE SHALL BE #10 AWG, LION. C. ALL CONDUIT SHALL BE MINIMUM OF Y2" CONDUIT, UON. D. ALL WIRES SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING WALLS AND FLOORS. MINIMUM U.G_ CONDUIT HOMERUN SHALL BE 1". E. ALL CONDUITS INSTALLED IN DRY INTERIOR LOCATIONS SHALL BE ELECTRICAL METALLIC TUBING, UNLESS OTHERWISE NOTED. F. ALL CONDUITS INSTALLED IN EXTERIOR LOCATIONS SHALL BE RIGID GALVANIZED STEEL. ALL CONDUITS INSTALLED UNDERGROUND SHALL BE RIGID SCHEDULE 40 PVC CONDUIT BURIED PER NEC. G_ ALL EXTERIOR EQUIPMENT SHALL BE CONNECTED WITH LIQUID TIGHT FLEXIBLE METAL CONDUIT AND WEATHERPROOF FITTINGS. H. INSTALL ALL RACEWAYS, BOXES, ENCLOSURES, AND CABINETS AS INDICATED AND INSTALLED PER MANUFACTURES WRITTEN INSTRUCTIONS. I. OUTLET AND SWITCH BOXES BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS AND CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND OR OF SPECIAL CONSTRUCTION TO SUIT SPECIFIC SITUATIONS. ALL BOXES SHALL BE RECESSED FLUSH IN WALLS AND/OR CONCEALED ABOVE CEILINGS- PROVIDE ACCESS PANELS FOR BOXES LOCATED IN NON -READILY ACCESSIBLE AREAS. J. INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE MAXIMUM POSSIBLE HEADROOM WHERE MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED. K. MAINTAIN ALL WORKING CLEARANCES AROUND EQUIPMENT AS REQUIRED BY SECTION 110-16 OF THE N.E-C. L. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A GROUNDING CONDUCTOR, UNLESS OTHERWISE NOTED, AND BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE, M. ALL PANELBOARDS, DISCONNECT SWITCHES AND SYSTEM PANELS SHALL HAVE PLASTIC LAMINATE NAMEPLATES FOR IDENTIFYING SYSTEM FUNCTION AND CHARACTERISTICS - N. FIRE SEAL ALL CONDUIT PENETRATIONS IN FIRE RATED WALLS AND FLOORS BACK TO INITIAL RATING. FLASH ALL CONDUIT ROOF PENETRATIONS AS REQUIRED, TO PROVIDE WEATHERPROOF SEALS. COORDINATE WITH OTHER TRADES AND ROOFING CONTRACTOR. 0. ALL WIRING DEVICES IN SHALL BE COMMERCIAL GRADE AND MANUFACTUREIRED BY LEVITON, P&S OR HUBBELL. ALL DEVICES INSTALLED IN FINISHED AREAS SHALL BE WHITE WITH MATCHING NON-METALLIC FACEPLATES_ FIELD VERIFY ACTUAL COLOR PRIOR TO ORDERING WITH OWNER OR TENANT. P. ALL DISCONNECT SWITCHES SHALL BE RATED HEAVY DUTY, UON. Q. ALL OUTDOOR ELECTRICAL EQUIPMENT SHALL BE OUTDOOR" RATED (NEMA 3R), UON. R. ALL CONDUITS SHALL BE CONCEALED WHERE POSSIBLE. S. PROVIDE NYLON PULL STRING IN ALL EMPTY CONDUIT RUNS. T. MOUNTING HEIGHTS GIVEN ON ELECTRICAL DRAWINGS ARE IN ADDITION TO THOSE GIVEN ON THE ARCHITECTURAL DRAWINGS. WHERE DISCREPANCIES OCCUR, ARCHITECTURAL ELEVATIONS TAKE PRECEDENCE. U. DO NOT INSTALL BACK-TO-BACK JUNCTION BOXES ON ANY PARTITION, UON. V. SUPPORT ALL BOXES AND CONDUIT ABOVE CEILING INDEPENDENTLY. (DO NOT SUPPORT ANY BOX OR CONDUIT FROM SUSPENDED CEILING SYSTEM.) X. INSTALL ALL EXPOSED CONDUIT AND WIREWAYS PARALLEL AND PERPENDICULAR TO BUILDING SURFACES. HOLD ALL EXPOSED CONDUIT TIGHT TO STRUCTURE AND PAINT TO MATCH FINISHED CEILING OR WALL SURFACE. Y. CONTRACTOR SHALL ATTACH 2#10 GAUGE SUPPORT WIRES TO RELOCATED AND NEW LIGHT FIXTURES. ATTACH SUPPORT WIRES TO JOIST AT PROPER LOCATION. COORDINATE WITH GENERAL CONTRACTOR. Z. SIZE OUTLET BOXES IN CONFORMITY WITH CODE FOR NUMBER AND GAUGE OF CONDUCTORS THEREIN. EXCEPT WHERE NOTED TO BE LARGER, MINIMUM BOX SIZE SHALL BE 2" x 4" x 1Y2" DEEP. LABEL ALL JUNCTION BOXES WITH RESPECTIVE PANEL DESIGNATION AND CIRCUIT NUMBERS. AA- ALL PANELBOARD BUSSES SHALL BE MADE OF COPPER. e,MILAN ENGINEERING, Inc consulting for architecture 1211 SR 436, Suite 163 Casselberry, Florida P:407.574.7800 / F:407.574.6018 www.miL-ui-eng'uieer'mg.com Certificate of Authorization #26271 0 Q_ n N .3 .o a, 0 E N v `o cn a v CS CS N 0 U 0 CL v aach CL 3 s U L 3 0 ch 0 a 0 -L 0 0 N C Q 0 a) m Is 0 in N a) U N `) s a 0 s T 0 U v it N aa) 2 0 a 0 U C 1j U i Q 4n 0 �U 0 N v v 0 CL 0 Q C N U v t P a 0 0 0 d 0 CLW 0 0 Q. a) C Q 0 v t 0 0 N c� a 0 U N® O U Q w co �u'o ��o o � • ¢ — 0 � 00 w�� c C> U o� w W N Q w Engineer. of Il Pcord 09 - Jun 2006 � -z 0. Andrew J Legro, Pi, 61736 (FL) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. V Ll.J W ®_ w Q U 1.4 U -)Wo � Z CD T LAJo� J o Q J Z N d N CD cyW F- 4- 0 -4- U _T1 CL DRAWN SYMBOL LEGEND WIRING DEVICES POWER AND WIRING Q 125Vac, 20 AMP, WHITE COLOR, DUPLEX RECEPTACLE, NEMA 5-20R ELECTRICAL DISTRIBUTION PANELBOARD. MOUNTED AT 18" AFF, UON. o125Vac, GFI 20 AMP, WHITE COLOR, DUPLEX RECEPTACLE, NEMA 5-20R, WITH / ELECTRICAL PANELBOARD. (SURFACE / FLUSH MOUNTED) GROUND FAULT CIRCUIT INTERRUPTER, MOUNTED AT 18" AFF, UON. D52731 EXHAUST FAN /MOTOR m 125Voc, 20 AMP, WHITE COLOR, DUPLEX RECEPTACLE, NEMA 5-20R YY MOUNTED AT COUNTER HEIGHT OR 48" AFF, LION. SD SMOKE DETECTOR, 120V WITH BATTERY BACKUP, WIRED TOGETHER FOR rn 125Vac, 20 AMP, WHITE COLOR, DUPLEX RECEPTACLE, NEMA 5-20R, COMMON NOTIFICATION. `IYGFI WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNTED AT COUNTER DOORBELL WITH TRANSFORMER AND CHIME HEIGHT OR 48" AFF. ® 125Vac, 20 AMP, DUPLEX RECEPTACLE, NEMA 5-20R FLUSH MOUNTED ON CEILING TILE, UON. ❑® EMERGENCY BREAK GLASS PUSH BUTTON IN WEATHER RESISTANT BACKBOX. FUSED DISCONNECT SWITCH. NEMA 1 (INDOOR) OR NEMA 3R (OUTDOOR). ❑® 125Vac, 20 AMP, WHITE COLOR, DUPLEX RECEPTACLE, NEMA 5-20R 30 TOP NUMBER INDICATES DISCONNECT SIZE- BOTTOM NUMBER INDICATES FLOOR MOUNTED IN A FLOOR USE LISTED BOX AND COVER. (15) FUSE SIZE AS INDICATED OR AS DETERMINED FROM MANUFACTURER'S (2) 125Vac, 20 AMP, WHITE COLOR, DOUBLE DUPLEX RECEPTACLE, NAMEPLATE. NEMA 5-20R, MOUNTED AT 18" AFF, UON. NON-FUSED DISCONNECT SWITCH. NEMA 1 (INDOOR) OR NEMA 3R (2) 125Voc, 20 AMP, WHITE COLOR, DOUBLE DUPLEX RECEPTACLE, LD 30 (OUTDOOR). NUMBER INDICATES DISCONNECT SIZE AS INDICATED OR AS NEMA 5-20R MOUNTED AT COUNTER HEIGHT OR 48" AFF, UON. DETERMINED FROM MANUFACTURER'S NAMEPLATE. AMP, WHITE RA DOUBLE NEMA25-20R OF PLISTED Q JUNCTION BOX, CODE SIZED FOR APPLICATION. 0 OOR MOUNTED INFLOOR, USE BOX AND COVER. RACEWAY CONCEALED ABOVE CEILING OR IN WALLS. ® SPECIAL TYPE 20A 125Vac RECEPTACLE_ -••-••-••-••-••- RACEWAY EXPOSED IN CEILING OR WALLS. 125V OR .277V AC SINGLE POLE 20 AMP SWITCH. MOUNTED AT 48" AFF, UON. -- - - -- RACEWAY CONCEALED BELOW FLOOR, ROOF, OR GRADE. $3 $4 125V OR 277V AC 3 -WAY OR 4 -WAY 20 AMP SWITCH. MOUNTED AT 48" AFF, UON_ A-1,3 HOMERUN: PANEL DESIGNATION (i.e. `A'), CIRCUIT BREAKER NUMBER(S) 0. C. 1,3) $m $D 125V OR 277V AC SINGLE POLE 20 AMP MANUAL MOTOR STARTER OR 150OW DIMMER SWITCH- MOUNTED AT 48" AFF, UON. GROUND COMMUNICATIONS PHONE OUTLET. RECESSED SINGLE GANG DATA OUTLET. RECESSED SINGLE GANG PHONE/DATA OUTLET- RECESSED SINGLE TELEVISION OUTLET. RECESSED SINGLE JUNCTION BOX WITH SINGLE -GANG JUNCTION BOX WITH SINGLE -GANG MUD -RING AND BLANK PLATE AT 18" AFF, MUD -RING AND BLANK PLATE AT 18" AFF, GANG JUNCTION BOX WITH SINGLE -GANG GANG JUNCTION BOX AT 55" AFF, UON. MUD -RING AND BLANK PLATE AT 18" AFF, PROVIDE -Y4"C TO ABOVE CEILING, F -TYPE UON. PROVIDE Y4"C WITH PULLSTRING TO UON. PROVIDE -'4"C WITH PULLSTRING TO UON. PROVIDE 3/4"C WITH PULLSTRING TO CONNECTOR WITH COVERPLATE AND ABOVE ACCESSIBLE CEILING. ABOVE ACCESSIBLE CEILING. ABOVE ACCESSIBLE CEILING. (1)RG-6 TO SERVER ROOM. LIGHT FIXTURE SCHEDULE LAMP MARK MANUFACTURER CATALOG NUMBER DESCRIPTION MOUNTING REMARKS QTY STOCK NUMBER LIGHTING FIXTURE REMARKS: 1. UL LISTED LIGHT FIXTURE FOR DAMP LOCATIONS. 4. ALL FIXTURES OF THE SAME STYLE MUST BE FROM THE SAME MANUFACTURER. 2. UL LISTED LIGHT FIXTURE FOR WET LOCATIONS, 5. EQUAL FIXTURES WILL BE CONSIDERED WITH SAMPLE FIXTURE SUBMITTED FOR PRIOR APPROVAL. 3. ALL TYPES MUST BE REPRESENTED BY THE SAME REPRESENTATIVE. LIGHTING SYMBOLS ® 8' OR 4' LENGTH FLUORESCENT FIXTURE. EMERGENCY POWER NIGHT LIGHT FIXTURE. ® 8' OR 4' LENGTH EMERGENCY FLUORESCENT FIXTURE. (UNSWITCHED CIRCUIT) O� 2X2 OR 2X4 FLUORESCENT TROFFER. 2X2 OR 2X4 EMERGENCY FLUORESCENT TROFFER. O R RELOCATED FIXTURE_ ® ® ,s TRACK WITH ADJUSTABLE LIGHTING FIXTURES. 2X2 METAL HALIDE HIGH BAY FIXTURE. SZ SZ—V, _x EXAMPLE SHOWS TRACK TYPE `P', FIXTURE `P', P CIRCUIT 15. 2X2 METAL HALIDE HIGH BAY FIXTURE ON NORMAL POWER ® WITH QUARTZ LAMP ON EMERGENCY POWER. Q WALL MOUNTED BATTERY PACK EMERGENCY LIGHT. �D I—E) 8' OR 4' LENGTH SURFACE STRIP FLUORESCENT FIXTURE. INCANDESCENT OR FLUORESCENT PL DOWNLIGHT/HID HIGH BAY LIGHT ' e ' 1 e 8' OR 4' LENGTH SURFACE STRIP EMERGENCY FLUORESCENT FIXTURE. EXIT LIGHT (SHADED QUADRANT(S) INDICATES FACE, ® STEM INDICATES (WALL MOUNTING). NORMAL POWER NIGHT LIGHT FIXTURE. ® ® (UNSWITCHED CIRCUIT) SPOT LIGHT, ARROW INDICATES AIMING DIRECTION TYPICAL FIXTURE NOMENCLATURE: I I � � I ,` I EXISTING LIGHT FIXTURES A FIXTURE TYPE DESIGNATION (SEE FIXTURE SCHEDULE) L__J ABBREVIATION LIST (NOT ALL ABBREVIATIONS LISTED MAY BE USED ON THIS PROJECT) A AMP EF EXHAUST FAN KW KILOWATT PVC POLYVINYL CHLORIDE AF AMP FRAME ELEC ELECTRICAL / ELECTRIC KWH KILOWATT HOUR PWR POWER AFC AVAILABLE FAULT CURRENT FA FIRE ALARM LTG LIGHTING RCPT RECEPTACLE AIC AMPERES INTERRUPTING CAPACITY FACP FIRE ALARM CONTROL PANEL LTS LIGHTS RGS RIGID GALVANIZED STEEL AFF ABOVE FINISHED FLOOR FLUOR FLUORESCENT MCB MAIN CIRCUIT BREAKER SF SUPPLY FAN ADA AMERICAN DISABILITIES ACT G, GND GROUND MCC MOTOR CONTROL CENTER SH SHIELDED AT AMP TRIP GEN GENERATOR MDP MAIN DISTRIBUTION PANEL SPDT SINGLE POLE, DOUBLE THROW ATS AUTOMATIC TRANSFER SWITCH GFI, GFCI GROUND FAULT (CIRCUIT) MH METAL HALIDE OR MANHOLE- SPST SINGLE POLE, SINGLE THROW AWG AMERICAN WIRE GAUGE INTERRUPTER AS APPLICABLE SRAIC SERIES RATED AMPERES BRKR BREAKER HH HANDHOLE MLO MAIN LUG ONLY INTERRUPTING CAPACITY C CONDUIT OR CONDUCTOR- HID HIGH INTENSITY DISCHARGE N NEUTRAL SW SWITCH AS APPLICABLE HOA HAND / OFF / AUTO NEC NATIONAL ELECTRICAL CODE TELE TELEPHONE CB CIRCUIT BREAKER HP HORSEPOWER NF NON FUSED TTB TELEPHONE TERMINAL BOARD CKT CIRCUIT HPS HIGH PRESSURE SODIUM NFPA NATIONAL FIRE PROTECTION ASSOCIATION UG UNDERGROUND CLG CEILING HWH HOT WATER HEATER NL NIGHT LIGHT (UNSWITCHED CKT.) UPS UNINTERRUPTABLE POWER SUPPLY CO CONDUIT ONLY IG ISOLATED GROUND P POLE UON UNLESS OTHERWISE NOTED CPT CONTROL POWER TRANSFORMER INCAN INCANDESCENT PB PULL BOX V VOLT DTTS DOUBLE THROW TRANSFER SWITCH JB JUNCTION BOX PH PHASE W WATTS EC EMPTY CONDUIT KCM THOUSAND CIRCULAR MILS PNL PANEL WP WEATHERPROOF KVA KILOVOLT - AMPERE XFMR TRANSFORMER e,MILAN ENGINEERING, Inc consulting for architecture 1211 SR 436, Suite 163 Casselberry, Florida P:407.574.7800 / F:407.574.6018 www.miL-ui-eng'uieer'mg.com Certificate of Authorization #26271 0 Q_ n N .3 .o a, 0 E N v `o cn a v CS CS N 0 U 0 CL v aach CL 3 s U L 3 0 ch 0 a 0 -L 0 0 N C Q 0 a) m Is 0 in N a) U N `) s a 0 s T 0 U v it N aa) 2 0 a 0 U C 1j U i Q 4n 0 �U 0 N v v 0 CL 0 Q C N U v t P a 0 0 0 d 0 CLW 0 0 Q. a) C Q 0 v t 0 0 N c� a 0 U N® O U Q w co �u'o ��o o � • ¢ — 0 � 00 w�� c C> U o� w W N Q w Engineer. of Il Pcord 09 - Jun 2006 � -z 0. Andrew J Legro, Pi, 61736 (FL) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. V Ll.J W ®_ w Q U 1.4 U -)Wo � Z CD T LAJo� J o Q J Z N d N CD cyW F- 4- 0 -4- U _T1 CL DRAWN AL CHECKED AJL DATE 06-08-06 SCALE AS NOTED PROJECT NO. D52731 FILE NAME SHEET GENERAL -NOTES E 1 ■ REVIEW CITY OF SANFOR10 �A.9) AC' DE) I DEMOLITION FLOOR PLAN 0 2' 4' 8' 12' 1/4" = 1 '-0" J-� MILAN ENGINEERING, Inc consulting for architecture 1211 SR 436, Suite 163 Casselberry, Florida P:407.574.7800 / F:407.574.6018 www.miL-Ln-engineer*mg.com Certificate of Authorization #26271 PLAN NOTES: O PANEL 'A' IS SHOWN FOR CLARITY ONLY, IT IS NOT INCLUIDED IN THE DEMOLITION SCOPE OF WORK. DEMOLISH PANEL AND REMOVE CABLES ALL THE WAY BACK Q2 TO THE UPSTREAM POWER PANEL. CUT AND CAP CONDUIT ABOVE CEILING. O REMOVE THE WATER HEATER AND RELATED DISCONNECT AND CABLES. GENERAL NOTES: ALL ELECTRICAL DEVICES AND WIRING UNDER THE HATCHED 1, AREA OF THE DRAWING ARE TO BE DEMOLISHED UNLESS OTHERWISE NOTED. SAVE ALL DEMOLISHED LIGHT FIXTURES FROM THE HALLMARK 2. STORE FOR RELOCATION INTO THE NEW STORE CONFIGURATION. SAVE ALL DEMOLISHED SMOKE DETECTORS FROM THE 3. ORIGINAL HALLMARK STORE FOR RELOCATION INTO THE NEW STORE CONFIGURATION. 4. DISCARD ALL DEMOLISHED RECEPTACLES. REMOVE AND DISCARD WIRING TO DEMOLISHED CIRCUITS ALL 5. THE WAY BACK TO THE PANEL OR FIRST REMAINING RECEPTACLE, LIGHTING FIXTURE, SWITCH OR OTHER DEVICE. LEGEND: Z 00, AREA TO BE DEMOLISHED w N CQ a4 UO ® W L0 00 r%� l z N O V 1 v p . �w0Lo 00 ®W?�w� �j o F`--+ C o p C> Z Iwo :" W H Engineer of Record M. s. M.. 09 - ,Jun - 200E -I I ZOOL Andrew J Legro, PL 61736 (FL) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. a • O LL- :z ck� W II- a Z j Ix LAJ Q U ® w � Z ClZ V o � z d CL wLL- LLJ (n 0 Z W O_ 7 W 7 U u Z D U 7 C � L 0 Q DRAWN AL CHECKED AJL m 06-08-06 SCALE AS NOTED cn D52731 FILE NAME SHEEP z 0 W d' 4 O ZLw w N CQ a4 UO ® W L0 00 r%� l z N O V 1 v p . �w0Lo 00 ®W?�w� �j o F`--+ C o p C> Z Iwo :" W H Engineer of Record M. s. M.. 09 - ,Jun - 200E -I I ZOOL Andrew J Legro, PL 61736 (FL) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. a • O LL- :z ck� W II- a Z j Ix LAJ Q U ® w � Z ClZ V o � z d CL wLL- LLJ (n 0 Z W O_ 7 W 7 U u Z D U 7 C � L 0 Q DRAWN AL CHECKED AJL DATE 06-08-06 SCALE AS NOTED PROJECT NO. D52731 FILE NAME SHEEP DEMOLITION—PLAN F ■ CITY OF SANFORD LIGHTING PLAN 0 2' 4' 8' 12' 1/4" = 1'-0" J� MILAN ! ENGINEERING, Inc consulting for architecture 1211 SR 436, Suite 163 Casselberry, Florida P:407.574.7800 / F:407.574.6018 www. milan- e ngin e e ring. c om Certificate of Authorization #26271 PLAN NOTES: oCONTRACTOR TO PROVIDE NEW BATTERY POWERED 1 EMERGENCY LIGHTING FIXTURES THAT MATCH EXISTING. OCONTRACTOR TO PROVIDE NEW LIGHTED EMERGENCY EXIT 2 SIGNS WITH BATTERY BACKUP THAT MATCH EXISTING. GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY THE FINAL LOCATIONS OF LIGHT FIXTURES WITH STORE REPRESENTATIVE. 2. CONNECT EMERGENCY LIGHTING AND EXIT SIGN AHEAD OF ANY LOCAL SWITCHES. 3. ATTACH TRACK LIGHT TO CEILING GRID. PROVIDE ADDITIONAL SUPPORT AS NECESSARY. ary of SANFORD .m AL CHECKED AJL DATE 06-08-06 SCALE AS NOTED N D52731 FILE NAME SHEET Z E202i O V) W Q O O Z O O O L) a� w in 00 O IN M O JOQ o � Q I O w O LC) 00 LU LL. O z W N x � � W v Engineer of Record J"6- 09 - Jun - 2006 (/C�1ZGo6 Andrew J Legto, YL 61736 (n) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. • O II- N < w � w w w o w-� QVE2 N1.4 o w OO Yrs z O U O11-2 <ck� a ILL O w � cn o z zvi a � � w N O Cyw Z 0 a. DRAWN AL CHECKED AJL DATE 06-08-06 SCALE AS NOTED PROJECT NO. D52731 FILE NAME SHEET LIGHTING PLAN E202i ( J1 120 /208 V AL CHECKED AJL m 06-08-06 SCALE EQUAL TO : PROJECT NO_ 3 PHASE, 4 -WIRE D52731 FILE NAME SHEET z E2■ PANEL 'A' TYPE EXISTING 0 125 AMP, MC B i>_>n AIC LTJ LOAD DESCRIPTION TRIP/POLE WIRE/GOND. CKT CKT WIRE/GOND. TRIP/POLE LOAD DESCRIPTION w RC PT IG N 1 .00 20 /1 P ##12 1 2 EXISTING 20 /1 P1.68 LTC BAC K C RC PT IG N 0.50 20 /1 P ##1 2 3 4 EXISTING 20 /1 P 1 .55 Lz LTG RECESSED C RCPT BACK N 0.70 20 /1 P EXISTING 5 6 EXISTING 20 /1 P 1.55 LTG RECESSED C RC PT N 0.70 20 /1 P EXISTING 7 8 ##12 20 /1 P 1 .55 El LTG RECESSED C RCPT N 0.70 20 /1 P EXISTING 9 10 #12 20 /1 P LTG RECESSED C RC PT N 0.70 20 /1 P EXISTING 1 1 1 2 EXISTING 20 /1 P .93 LTG TRAC K C RCPT N 1 .00 20 / 1 P ## 1 2 13 14 #12 20 / 1 P 1.58LTG Sl TRACK C RC PT N 1 .00 20 /1 P ##12 15 1 6 20 /1 P SPARE C REC IG N 0.70 20 /1P ##12 17 18 EXISTING 20 /1P .25 LTG DOWNLIGHT C RC PT N 1 .00 20 /1 P #12 19 20 EXISTING 20 /1 P 1.20 LTG TRAC K C RC PT IG NJ= 0.70 20 /1 P EXISTING 21 22 20 /1 P OM SPARE C RC PT IG N 0.70 20 /1 P EXISTING 23 24 #12 20 /1 P 0.80 LTG EMG C RC PT N 0.70 20 /1 P EXISTING 25 26 EXISTING 20 /1 P 1.10 LTG ENTRY C RC PT N 1 .80 20 / 1 P #12 27 28 SPAC E RCPT N 0.70 20 /1 P EXISTING 29 30 ## 1 2 20 /1 P 1.65 ILTO TRACK C RC PT N 1 .00 20 / 1 P ## 1 2 31 32 SPAC E RCPT FLUSH N 0.70 20 /1 P EXISTING 33 34 SPAC E RC PT TELEPHONE N 0.54 20 /1 P EXISTING 35 36 SPAC E SPACE 37 38 SPACE SPAC E 39 40 SPACE SPACE 41 42 ISPACE TOTAL KVA: 5.4 5.4 4.0 TOTAL KVA: 1 7.1 1 3.1 1 7.2 CONT. PHASE A: 8.9 CONT. PHASE B: 3.9 CONT. PHASE C: 9.0 CONT. DEMAND %: 1.25 NON -CONT. PHASE A: 5.4 NON -CONT. PHASE B: 5.4 NON -CONT. PHASE C: 4.0 NON -CONT. DEMAND %: 1.00 KITCHEN PHASE A: 0.0 KITCHEN PHASE B: 0.0 KITCHEN PHASE C: 0.0 KITCHEN DEMAND %: 1.00 TOTAL PHASE A: 14.3 TOTAL PHASE B: 9.3 TOTAL PHASE C: 13.0 TOTAL CONNECTED LOAD 32.2 KVA -TOTAL DEMAND LOAD : 36.6 KVA �A.9 ♦L� HUB PANEL TELEPHONE IG L� I AT3 J .A. BOARD 21 L mL �l - - I_ 1 ��� �# 12, 1 #1 2G, � �. 13#121G _rlw14 F 0�0 * MODIFIED CIRCUIT _PANEL SCHEDULE NO SCALE CONNECT TO EXISTING CIRCUIT A-13 D /2'- 0'jr- 4)-0" A 15 0" 8'-0" A - X56 D (E ELECTRICAL PLAN 0 2' 4' 8/ 12' 1/4" = 1'-0" 0. �1 3q IIII IIII . IIII �J Ml LAN ENGINEERING, Inc consulting for architecture 1211 SR 436, Scute 163 Casselberry, Florida P:407.574.7800 / F:407.574.6018 www.maan-engineer. .com Certificate of Authorization #26271 WI w PLAIN NOTES: OEXISTING PANEL OEXISTING TELEPHONE BOARD / TERMINAL BLOCK L RECEPTACLES MARKED 'IG' INDICATE ISOLATED GROUND TYPE. AN INSULATED GROUNDING CONDUCTOR SHALL BE o ORUN DIRECTLY FROM THE RECEPTACLE GROUND TERMINAL a TO THE PANEL BOARD GROUND BUS. ALL CONDUIT AND .ELECTRICAL BOXES SHALL BE BONDED TO GROUND USING A SEPARATE GROUNDING CONDUCTOR. o PROVIDE 1' PVC CONDUIT WITH PULL STRING FROM EACH a OOF THE REGISTER JUNCTION BOXES TO THE 'HUB' LOCATION IN THE BACKROOM. OSPECIAL RECEPTACLE SUPPLIED BY OWNER (1) METAL RECEPTACLE STRIP W/BUILT IN SURGE o OPROTECTOR, LIGHTED ON/OFF SWITCH, CIRCUIT BREAKER, AND SIX 125VAC, 15A RECEPTACLES WITH GROUND PINS - ORIENTED ALONG THE CENTERLINE OF THE STRIP. FIELD VERIFY EXACT LOCATION. U L Q GENERAL NOTES: 0 W CONTRACTOR SHALL VERIFY THE FINAL LOCATIONS OF ALL 1. RECEPTACLES, TELEPHONE, AND DATA OUTLETS WITH STORE REPRESENTATIVE PRIOR TO FINAL ROUGH IN. ",.ANS REVIEWED T Y OF SANFORD 0 CL 0 V 0 N V _N L Cn v 0 �V 0 0 Ch. 0 Q 0 Cr .3 a 0 0 N H 2 CD a O U � Q � W O O H C o w 00 rO �� Myo V1 i� J�� V 1 Q I I0 ~O w OJ V) 00co co C f� d CD z U w p � xw Engineer of Record a� 09 - Jun - 2006 6]917w�, Andrew J Legro, PE 61736 (FL) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. O Fes. Z < LL J Q U fY LLJ 0.4 C�lZLj_ Z _ U O� W O F_ CL 0 < � NZ W O J Z t/) W W W F - Z V V O i Q DRAWN AL CHECKED AJL m 06-08-06 SCALE AS NOTED PROJECT NO_ D52731 FILE NAME SHEET z E2■ 0 i>_>n LTJ w Q 0 Lz � Q � W O O H C o w 00 rO �� Myo V1 i� J�� V 1 Q I I0 ~O w OJ V) 00co co C f� d CD z U w p � xw Engineer of Record a� 09 - Jun - 2006 6]917w�, Andrew J Legro, PE 61736 (FL) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. O Fes. Z < LL J Q U fY LLJ 0.4 C�lZLj_ Z _ U O� W O F_ CL 0 < � NZ W O J Z t/) W W W F - Z V V O i Q DRAWN AL CHECKED AJL DATE 06-08-06 SCALE AS NOTED PROJECT NO_ D52731 FILE NAME SHEET ELECTRICAL -PLAN E2■