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3659 Orlando Dr - BC03-000384 (DOTS) (INTERIOR REMODEL) (A)k-Ilkwo- PERMIT ADDRESS 310sq c)r—v-r-.!Jx 14 CONTRACTOR • �. ; ADDRESS I d S PHONE NUMBER PROPERTY OWNERS f H tb PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR ������ l v►ti-P/J MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 014t PERMIT DESCRIPTION �- tZ-oa oo PERMIT VALUATION us000.60 SQUARE FOOTAGE 4o6o C�' I d H DEVELOPER: KIMCO REALTY 5684 WEST SAMPLE ROAD MARGATE, FL 33073 (954) 977-7340 FAX (954) 977-8780 CONTACT: MARK TRQMMSDORFF mt@kimcorealty.com I ARCHITECT: I V CUHACI & PETERSON, ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 CONTACT: MATTHEW PINEDA (407) 228-4220 FAX (407) 228-4219 CONTACT: MATTHEW PINEDA matthew@c—p.com MECH/PLUMBING ENGINEER: I CUHACI & PETERSON, ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 CONTACT: SAM AHMAD (407) 228-4220 FAX (407) 228-4219 CONTACT: NAWWAF AHMAD (SAM) sama@c—p.com ELECTRICAL ENGINEER: CUHACI & PETERSON, ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 CONTACT: SAM AHMAD (407) 228-4220 FAX (407) 228-4219 CONTACT: NAWWAF AHMAD (SAM) sama@c—p com J ABBREVIATIONS LIST: I AFF ABOVE FINISH FLOOR (SLAB) AFG ABOVE FIN GRADE AB ANCHOR BOLTS ALT ALTERNATE/ALTERNATIVE APP APPROVED/APPROVAL ARCH ARCHITECTURE/ARCHITECTURAL BP BASE PLATE/BEARING PLATE BRG BEARING BM BEAM BLK BLOCK B/ BOTTOM OF BLDG BUILDING CW COLD WATER LINE CL CENTERLINE CLR CLEAR/CLEARANCE COL COLUMN CONC CONCRETE CU CONDENSING UNIT CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CONST CONSTRUCTION CSJ CONSTRUCTION JOINT CJ CONTRACTION JOINT / CONTROL JOINT C/W COMPLETE WITH DET DETAIL DEPT DEPARTMENT DIAM DIAMETER DIM DIMENSION DIST DISTANCE DN DOWN DRN DRAIN DWG DRAWING EA EACH EQ EQUAL EIFS EXTERIOR INSULATED FINISHING SYSTEM EL ELEVATION ELEC ELECTRIC/ELECTRICAL ENG ENGINEER EQIV EQUIVALENT EXIST EXISTING EXT EXTERIOR EXP JT EXPANSION JOINT FD FLOOR DRAIN FF FINISHED FLOOR FDE FINISHED DRIVE ELEVATION FFE FINISHED FLOOR ELEVATION FSE FINISHED SIDEWALK ELEVATION FIX FIXTURE FLR FLOOR FTG FOOTING FR FIRE RETARDANT GA GAGE/GAUGE GC GENERAL CONTRACTOR GALV GALVANIZED GYP GYPSUM HB HOSE BIBB HC HANDICAPPED HT HEIGHT HORIZ HORIZONTAL HVAC HEATING VENTILATING AIR CONDITIONING HW HOT WATER LINE INT INTERIOR JT JOINT JST JOIST IAV LAVATORY LGTH LENGTH MANUF MANUFACTURE/MANUFACTURER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTL METAL NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE 0/ OVER OC ON CENTER OPNG OPENING OPP OPPOSITE PL PLATE PLBG PLUMBING PLYWD PLYWOOD PC PRECAST CONCRETE PRE—ENG PRE—ENGINEERED PREFAB PREFABRICATED PT PRESSURE TREATED RD ROOF DRAIN RET RETAINING REF REFERENCE REV REVISE/REVISION REINF REINFORCING/REINFORCED REQD REQUIRED RTU ROOF TOP UNIT (HVAC) SAN SANITARY SEWER LINE SCHED SCHEDULE SIM SIMILAR SPECS SPECIFICATIONS SQ SQUARE S S STAINLESS STEEL STD STANDARD STL STEEL STRUC STRUCTURAL STRM STORM DRAIN LINE TS TUBE STEEL THK THICK T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TOC TOP OF CONCRETE TOS TOP OF STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD PROJECT NAME: SEMINOLE CENTER SANFORD (CITY OF SANFORD), FLORIDA inn= 1K=nDKA a TIMP GENERAL NOTES: 'x A 1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE CITY OF SANFORD BUILDING DEPARTMENT AND FIRE PREVENTION DIVISION. 2. ALL WORK TO CONFORM WITH LOCAL, STATE, AND NATIONAL CODES. 3. ALL WORK TO BE IN ACCORDANCE WITH ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 4. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LANDLORD OR OWNER. 5. CONTRACTOR TO SECURE ALL PERMITS, INSPECTIONS, ETC. INCLUDING CERTIFICATE OF OCCUPANCY. 6. MECHANICAL, ELECTRICAL, AND PLUMBING SUBCONTRACTORS TO BE LICENSED AND SHALL FILE SEPARATE APPLICATIONS FOR PERMIT, INSPECTION, AND APPROVAL FOR THEIR WORK. 7. EACH SUB CONTRACTOR SHALL REPLACE AND /OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF A DISCREPANCY OCCURS, IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN WRITING BEFORE PROCEEDING WITH WORK. 9. EACH GENERAL CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS FOR FIRE EXTINGUISHER PROTECTION IN THE BUILDING AND PROVIDE AS REQUIRED. 10. NOTICE TO ALL SUBCONTRACTORS: EACH CONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AS IT RELATES TO YOU WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED AS A RESULT OF FAILURE TO DO SO IF THE INFORMATION IS CONTAINED WITHIN THE CONTRACT DOCUMENTS. IT IS RECOMMENDED THAT YOUR BID NOT BE BASED ON PARTIAL OR INCOMPLETE INFORMATION. IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS, SPECIFICATIONS AND ADDENDAS ISSUED AT TIME OF THE BIDDING PROCESS. 11. FIRE PROTECTION: CONTRACTOR TO INSTALL FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AT ALL SPACES TO ACCOMMODATE FLOOR PLAN. SPRINKLER SYSTEMS SHALL CONFORM TO ALL LOCAL AND NFPA CODES, SHALL BE DESIGNED BY A STATE OF FLORIDA REGISTERED ENGINEER, AND CERTIFIED BY THE INSURANCE UNDERWRITER. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. LOCATION OF SPRINKLER HEADS AND ALL DISTRIBUTION LINES SHALL BE COORDINATED AS NOT TO INTERFERE WITH THE LOCATION OF ANY LIGHT FIXTURES OR HVAC WORK, BY CONTRACTOR. 12. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE DAILY. 13. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 14. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SERVICES & UTILITIES AS REQUIRED FOR THE COMPLETION OF THE PROJECT. 15. COPIES OF ALL NECESSARY PERMITS AND BUILDING DEPARTMENT APPROVED DRAWINGS SHALL BE AVAILABLE ON PROJECT SITE AT ALL TIMES DURING DEMOLITION OR CONSTRUCTION. SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL CIE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. ALTER, OR SET ASIDE ANY OF THE PROVISiohIS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS .,,',I THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CoDES- RE IEWun By: Sanfolta 4ire Preve ted.. DIT. Date: " �•S-E�� RECEITO NOV Z 2 �PPROYED g51dOtED OFFICE COPY ft&u/er z� P#D3:=----7!t CONSTRICTION DOCUMENT INDEX: SHEET NO. DESCRIPTION OWNER'S REVIEW I SUBMISSION . REVISION Q FOR PERMIT I i REVISION Q2 REVISION 3Q REVISION Q REVISION Q I ARCHITECTURAL A-001 COVER SHEET 10-18-02 I A-100 ARCHITECTURAL SITE PLAN { 10-18-02 I A-101 FLOOR, REFLECTED CEILING & FINISH FLOOR PLANS 10-18-02 A-200 EXTERIOR & INTERIOR ELEVATIONS 10-18-02 A-301 WALL SECTIONS & DETAILS 10-18-02 A-302 INTERIOR & DEMISING WALL SECTIONS 10-18-02 t { A-401 ENLARGED TOILET ROOM AND DETAILS 10-18-02 A-500 DOOR, WINDOW AND FINISH SCHEDULE 10-18-02 I 1 MECHA IM M-101 MECHANICAL FLOOR PLAN 10-18-02 I € _ NOT QCAD ' PLUMENNG P-101 PLUMBING FLOOR PLAN, SCHEDULE, NOTES & DETAILS 10-18-02 ELECTRICAL E-101 LIGHTING PLAN 10-18-02 E-102 I POWER PLAN 10-18-02 Nal L45D I I I' _T I I i I i I I I I I I I � I W/ WITH \� W/0 WITHOUT WC WATER CLOSET e COPYRIGHT: WD WOOD WH WATER HEATER WP WATERPROOF All reports, plans, specifications, computer files, field data notes and other documents and instruments prepared by Cuhaci & WT WEIGHT Peterson Architects, Inc. (C & P) as instruments of service remain the property of C & P. C & P shall retain all common WWF WELDED WIRE FABRIC law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without ' written permission from C & P is a violation of Federal copyright laws. 0jr�c� �nPv GREGORY N. SIMPSON �IItlII SII I II llllttf?; i rt:l UO,.% ..i LI a 3.3 ..I if f.l ail Z.e L.: ..] f..[ ' gyyy- Llvec w - uam rra. muee. a>w {.z�4'} 1 f 1 f t f Qj k f *area` 11IN-M TT> .......... LLjn! it a �HIM H 1RCHITECTIktAL SITE PLAN 2 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.0—p.Com Q COPYRIGHT All reports. plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhoci & Peterson, Architects. Cuhcci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhoci & Peterson is a violation of Federal copyright laws. z 4 0 5 I- 7 Q OC Lf� z 0 DATE 10-18-02 0- AN CHECKED DoO poo Ce) UryCY) l.y Q QQ0 LUu)LL ry (j LLl °LLJQ U woC W Q H �000 00 cD Q J U Lo 1 2 3 4 5 6 7 PROJECT NO. Lf� z AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MR ti l.y LU woC Q I -z � z LL �-- 00-0 W V ♦ ° Cy- LU Q H ZC) LL J i H U W 0 '^ \'! H Uj N 1 2 3 4 5 6 7 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MR SHEET A-1 00 EXISTING CEILING GRI REMAIN AND REWORK N EW/ WALL_ EXISTING SIDEWALK. - EXISTING LINE CANOPY ABOVE EXISTING LINE AWNING ABOVE C f D I 1 3 4 : 3 2 44'-0" EXIST. CEILING PLAN LEGEND & NOTES OCCUPANT AREA LEGEND & CALCULATION I i 1 j 34 LF EXISTING 5'-0" x FLOOR PLAN LEGEND & NOTES 5'-0" CONC. SLAB i 7'-3" 6'-8 1/2'13' 4'5'-6 1 /4" 16'-9 3/4" CONTRACTOR TO CLEAN AND BROOM SWEEP CONCRETE FLOOR SLAB. TENANT -9 3/4" SPRINKLER EQUIPMENT BY CONTRACTOR. 201 JUNCTION BOX MOUNTED ABOVE SOFFIT OVER CASHWRAP. BY CONTRACTOR.220 GYPSUM BOARD CEILING AT 8'-0" AFF. AT 12'-0" AFF. (SUPPLIED BY TENANT AND INSTALLED BY 5" A401 TO FLOAT, FILL AND/OR GRIND FLOOR FINISH AS REQUIRED TO PROVIDE SMOOTH EVEN TRANSITION BETWEEN MATERIALS. 5" e 202 JUNCTION BOX FOR TRACK LIGHTING. BY CONTRACTOR. o V-0" 1 A301 14'-0"" CLOSET. O 1n 8 STANDARDS EXISTING MAIN SPRINKLER RISER 102 � INSET WALK -OFF MATT. FLUSH WITH ADJACENT FLOORING BY TENANT. _� 4 x 4' X 1/2 PLYWOOD TELEPHONE BOARD 7'-0" A.F.F. 203 JUNCTION BOX FOR FUTURE TV MONITOR MOUNTED TO BOTTOM OF 222 DUPLEX OUTLET AT 9'-0" AFF., CENTERED OVER BACK WALL. EEEMI AT 24" O.C_ CONTRACTOR TO PROVIDE RECESS AREA FOR TENANT'S WALK OF MATT. ;23 ELECTRIC HOT WATER ON WALL MOUNTED PLATFORM 10 -0' A.F.F.. GEN. „ STRUCTURE 10 -0 IN FROM ENTRY DOOR. BY CONTRACTOR. HII I 103 THERMOSTAT MOUNTED ON SIDE OF PILASTER AT 5'-0" AFF. BY CONTRACTOR. \ o TO PROVIDE SOLID BLOCKING IN THE WALL. SEE OBELL 204 CHIME TO BE MOUNTED TO WALL ABOVE CEILING OVER CASHWRAP BY CONTRACTOR. 223 f f COOPER LIGHTING, CORELITE, STELLAR-IFLUORE CENT -I-C/E-XXX-A-C-ADJ-AC/ST4-LAMP FLUORESCENT LIGHT 101 3 I 116 ' 118 16'-9 3/4" O t04 / ELECTRICAL DRAWING. SLATWALL of 4 103 i CONTRACTOR. >24 MOP SINK WITH 4' X 4' F.R.P. FINISH ON WALL. los EXIT SIGN BY CONTRACTOR. 3 --- 4- 00 ^ I CARPET TO TILE -METAL TERAZZO TYPE TRANSITION STRIP, SUPPLIED AND los / 225 PAINT ALL STRUCTURE, MECHANICAL, PIPES, ELECTRICAL AND ETC. 123 2 U U COLOR WHITE DRY FALL TYPE. AND INSTALLED BY CONTRACTOR). 107 5'-0" 1 = Q �o EMERGENCY LIGHT MOUNTED TO WALL BY CONTRACTOR. w 30 °Ka 113 I i NEW CONC. �� FLOOR SLAB. I-� - z o ;� N 00 I i GROSS TOTAL los 110'-4" LAMINATE L-1 L PANEL. SUPPLIED BY TENANT AND INSTALLED BY 111 los Ttn� INSTALLED BY CONTRACTOR). f CONTRACTOR. 122 \ BY CONTRACTOR. Q M N SQUARE = 3,348 SQ. FT. FEET OCCUPANT = 112 PEOPLE LOAD 109 � LAMINATE WING WALL. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. 101 2 PIT. _ 2 WALL MOUNTED HELP BELL CHIME WITH BUZZER AT CASHWRAP BY CONTRACTOR ® FAN LIGHT COMBINATION UNIT SUPPLIED BY TENANT AND / ( COY / 16" O.C. WITH 5/8" TYPE GYPSUM BOARD BOTH I A4Q9 INSTALLED BY CONTRACTOR). 110 LAMINATE WING WALL. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. 3 \ ! tlFrr O LED EXIT SIGN/LIGHT WITH 90 MINUTE BATTERY BACK-UP SYMBOL LEGEND I Z N r f , ' 9 1/4" I EXIST. BY CONTRACTOR. 111 LAMINATE FITTING ROOM. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. `n/' % 11s }�, � EMERGENCY LIGHT MOUNTED TO WALL WITH 90 MINUTE CMU 1 - 3 5/8" METAL STUDS ® 16" O.C. WITH 5/8" WORKROOM BATTERY BACK-UP. BY CONTRACTOR. WALL. CASHWRAP. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. GYPSUM BOARD BOTH SIDES UP TO UNDERSIDE OF 212 2 -LAMP FLUORESCENT WALL WASHER. 2 102 4'-0" DECK. PROVIDE WATER RESISTANCE GYPSUM BOARD i ® I — — — MAIN EGRESS PATH 113 O 111 2 @ ALL WET AREAS. SEE WALL SECTION 2/A-303. JCD - < 2 -LAMP FLUORESCENT STRIP FIXTURE TO BE CHAIN HUNG AT 12'-0" AFF. Z .. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. % _I EXISTING EXTERIOR HIGH HATS — - - — - - — SECONDARY EGRESS PATH Z i ;- 8 STANDARDS 1'_0" 101 COOPER LIGHTING, CORELITE, STELLAR IV-SB-PB-4T8-I-C/E-XXX-A-C-ACJ-AC, N Ln (10 114 LU ^� ; AT 24" O.C. 4 -LAMP FLUORESCENT LIGHT FIXTURE TO BE HUNG AT 11'-10" AFF TO BOTTOM. � x w EXISTING SEMI -RECESSED LIGHT FIXTURES F- 115 GALVANIZED STEEL HANG RAIL WITH SHELVES ABOVE AT WALL SUPPLIED BY 3 < � 2'-10 1/4" EXISTING PLASLiNE UPVC LINEAR CEILING SYSTEM COLOR: LIGHT GRAY AREA TENANT AND INSTALLED BY CONTRACTOR. KEY SWITCH WITH CONSTRUCTION CORE MOUNTED ON INTERIOR BY REAR DOOR t s WET AREAS. SEE WALL SECTION 3/A-303. - EXISTING 8" METAL STUDS ® 16 O.C. WITH 5/8" r HALO BIAX TRACK LIGHT. 17'-10 1/4" VENDOR: RULON 2 A301 116 Lx I Z , 109i�_ TOTAL SQUARE NO. OF (BY-PASS). SUPPLIED BY TENANT AND INSTALIED BY CONTRUCTOR. w . L pi Q,, Dd78 112 FEET PEOPLE 117 DOOR BELL AT 4'-0" AFF WITH BELL CHIME LOCATED AT SALES GYPSUM BOARD WITH 1 1/2" E.I.F.S. ON EXTERIOR 00I f l103,v< 3,348 S.F. 1f DESK. SUPPLIED BY TENANT. SIDE OVER 8 SPLIT FACE BASE BLOCK WALL. Q 100 A4 �.A201 0'-0' A.F.F. FLOOR 52'-9 A201 2(�A201O 5'Q, O ,,FINISH I V -I _ ' f _ 34' HIGH los v i COUNTED.' EXISTING 104 rONCRETE FLOOR SUB. /1 LLJ y �? SALES AREA 4 O 1 I X � w % I E RECESSED ON SLAB �>x 0' M c�>YQ FOR FUTURE DOOR TENANT MAT. 6'10" P 1 i ; I N ��� EXISTING 102 �3P?- ADJACENT - .a emy � TENANT 108 00i - p.• . x. ((( III I ii i� EXISTING STOREFRONT 1 l _I TO BE ADJUSTED FOR - (0~ NEW PAIR OF DOORS I LO A3o1 21'-9" I 3'-7" C0 w I f 1 I / 3 A3o1 70� LF i l 1 A201 1 29 -6" EXIST. 14'-6" 12'-6 1/2" 16'-11 1/2" EXIST. EXIST. EXIST. C 0c, C4 D 1 FLOOR PLAN SCALE: 1/8" EXISTING I PARKING j 4 : 3 2 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® COPYF i' All reports, Plans. specifications, computer files, freld data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhoci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. Z 0 0 0 poo UWM J D QQ0 WcnLL U) pwQ W U Q a z _ 00 Q Lo U Z Q CL W 0 0 LL Z LL r 06 r Lid Z � J N W C� cY) U ow< D Wpp w I— Z J Z Q LL LL ry W CnLLJ �p W z I— 0*) LL, � p�Z Q W0 a OMCf) TLL GREG N. SIMPS N r\" REVISION 1 1 2 1 3 1 4 1 5 1 6 1 7 1 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP CEILING PLAN LEGEND & NOTES OCCUPANT AREA LEGEND & CALCULATION FLOOR PLAN LEGEND & NOTES 2 -LAMP FLUORESCENT STRIP FIXTURE TO BE CHAIN HUNG 101 CONTRACTOR TO CLEAN AND BROOM SWEEP CONCRETE FLOOR SLAB. TENANT »a ELECTRICAL EQUIPMENT BY CONTRACTOR. 201 JUNCTION BOX MOUNTED ABOVE SOFFIT OVER CASHWRAP. BY CONTRACTOR.220 GYPSUM BOARD CEILING AT 8'-0" AFF. AT 12'-0" AFF. (SUPPLIED BY TENANT AND INSTALLED BY TO FLOAT, FILL AND/OR GRIND FLOOR FINISH AS REQUIRED TO PROVIDE SMOOTH EVEN TRANSITION BETWEEN MATERIALS. 121 CARPET TO VCT VINYL REDUCER, SUPPLIED AND INSTALLED BY TENANT. 202 JUNCTION BOX FOR TRACK LIGHTING. BY CONTRACTOR. 221 FAN/LIGHT FAN LIGHT COMBINATION UNIT. CONTRACTOR). 102 � INSET WALK -OFF MATT. FLUSH WITH ADJACENT FLOORING BY TENANT. _� 4 x 4' X 1/2 PLYWOOD TELEPHONE BOARD 7'-0" A.F.F. 203 JUNCTION BOX FOR FUTURE TV MONITOR MOUNTED TO BOTTOM OF 222 DUPLEX OUTLET AT 9'-0" AFF., CENTERED OVER BACK WALL. EEEMI BlAX TRACK LIGHT (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). CONTRACTOR TO PROVIDE RECESS AREA FOR TENANT'S WALK OF MATT. ;23 ELECTRIC HOT WATER ON WALL MOUNTED PLATFORM 10 -0' A.F.F.. GEN. „ STRUCTURE 10 -0 IN FROM ENTRY DOOR. BY CONTRACTOR. DOTS: 103 THERMOSTAT MOUNTED ON SIDE OF PILASTER AT 5'-0" AFF. BY CONTRACTOR. CONTRACTOR TO PROVIDE SOLID BLOCKING IN THE WALL. SEE OBELL 204 CHIME TO BE MOUNTED TO WALL ABOVE CEILING OVER CASHWRAP BY CONTRACTOR. 223 APROXIMATE LOCATION OF HVAC DUCT. HOLD TIGHT TO STRUCTURE OR COOPER LIGHTING, CORELITE, STELLAR-IFLUORE CENT -I-C/E-XXX-A-C-ADJ-AC/ST4-LAMP FLUORESCENT LIGHT 3,348 SQ.FT./30 SQ.FT. = 112 PEOPLE t04 PROVIDE 20'-0" LONG ELECTRICAL WHIP AT THIS LOCATION FOR CASHWRAP. ELECTRICAL DRAWING. 12'-0' AFF. TO BOTTOM, PAINT P-4.BY FIXTURE TO BE HUNG AT 11'-10" AFF TO BOTTOM CONTRACTOR. >24 MOP SINK WITH 4' X 4' F.R.P. FINISH ON WALL. los EXIT SIGN BY CONTRACTOR. 224 OPEN STRUCTURE. (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). los CARPET TO TILE -METAL TERAZZO TYPE TRANSITION STRIP, SUPPLIED AND los EMERGENCY LIGHT MOUNTED TO BOTTOM OF STRUCTURE BY CONTRACTOR. 225 PAINT ALL STRUCTURE, MECHANICAL, PIPES, ELECTRICAL AND ETC. 2 -LAMP FLUORESCENT WALL WASHER (SUPPLIED BY TENANT INSTALLED BY TENANT. COLOR WHITE DRY FALL TYPE. AND INSTALLED BY CONTRACTOR). 107 PORCELAIN TILE T-1 AND T-2 PLACED IN PATTERN AS SHOWN BY CONTRACTOR. 207 O EMERGENCY LIGHT MOUNTED TO WALL BY CONTRACTOR. j d !; i I ! = I i i I i i - EXISTING 12" CONCRETE MASONRY WALL FLUORESCENT DOWN LIGHT (SUPPLIED BY TENANT AND GROSS TOTAL los 110'-4" LAMINATE L-1 L PANEL. SUPPLIED BY TENANT AND INSTALLED BY los FLOATING MILLWORK CLOUD AT 12'-0" AFF. SUPPLIED BY TENANT AND INSTALLED INSTALLED BY CONTRACTOR). CONTRACTOR. BY CONTRACTOR. SQUARE = 3,348 SQ. FT. FEET OCCUPANT = 112 PEOPLE LOAD 109 � LAMINATE WING WALL. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. - 1 -HOUR FIRE RATED WALLS. 6" METAL STUDS "X" los WALL MOUNTED HELP BELL CHIME WITH BUZZER AT CASHWRAP BY CONTRACTOR ® FAN LIGHT COMBINATION UNIT SUPPLIED BY TENANT AND / ( 16" O.C. WITH 5/8" TYPE GYPSUM BOARD BOTH INSTALLED BY CONTRACTOR). 110 LAMINATE WING WALL. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. 1 SIDES UP TO STRUCTURAL DECK ABOVE. FOR ALL DEMISING WALLS UL NUMBER 0465. SEE WALL 210 WALL MOUNTED BELL CHIME FOR REAR DOOR BELL BY CONTRACTOR. LED EXIT SIGN/LIGHT WITH 90 MINUTE BATTERY BACK-UP SYMBOL LEGEND - SECTION 1 /A-303. " BY CONTRACTOR. 111 LAMINATE FITTING ROOM. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. 211 DOTS" ILUMINATED SIGN, SUPPLIED AND INSTALLED BY TENANT. � EMERGENCY LIGHT MOUNTED TO WALL WITH 90 MINUTE - 3 5/8" METAL STUDS ® 16" O.C. WITH 5/8" BATTERY BACK-UP. BY CONTRACTOR. 112 CASHWRAP. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. GYPSUM BOARD BOTH SIDES UP TO UNDERSIDE OF 212 2 -LAMP FLUORESCENT WALL WASHER. DECK. PROVIDE WATER RESISTANCE GYPSUM BOARD ® EMERGENCY LIGHT MOUNTED TO BOTTOM OF STRUCTURE WITH — — — MAIN EGRESS PATH 113 O DESK WITH SHELVES ABOVE BOTTOM OF STANDARDS TO START AT 3'-6" AFF. 2 @ ALL WET AREAS. SEE WALL SECTION 2/A-303. 213 2 -LAMP FLUORESCENT STRIP FIXTURE TO BE CHAIN HUNG AT 12'-0" AFF. 90 MINUTE BATTERY BACK-UP. BY CONTRACTOR. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. EXISTING EXTERIOR HIGH HATS — - - — - - — SECONDARY EGRESS PATH (5) 16" DEEP x 8'-0" LONG SHELVES WITH STANDARS AT 2'-0" O.C. SUPPLIED - 6" METAL STUDS ® 16" O.C. WITH 5/8" GYPSUM OQ 215 COOPER LIGHTING, CORELITE, STELLAR IV-SB-PB-4T8-I-C/E-XXX-A-C-ACJ-AC, 114 BY TENANT AND INSTALLED BY CONTRACTOR. BOARD BOTH SIDES UP TO 6" ABOVE FINISH CEILING. 4 -LAMP FLUORESCENT LIGHT FIXTURE TO BE HUNG AT 11'-10" AFF TO BOTTOM. 8 EXISTING SEMI -RECESSED LIGHT FIXTURES 115 GALVANIZED STEEL HANG RAIL WITH SHELVES ABOVE AT WALL SUPPLIED BY 3 < PROVIDE WATER RESISTANCE GYPSUM BOARD ® ALL 217 FLUORESCENT COWN LIGHT. EXISTING PLASLiNE UPVC LINEAR CEILING SYSTEM COLOR: LIGHT GRAY AREA TENANT AND INSTALLED BY CONTRACTOR. KEY SWITCH WITH CONSTRUCTION CORE MOUNTED ON INTERIOR BY REAR DOOR WET AREAS. SEE WALL SECTION 3/A-303. - EXISTING 8" METAL STUDS ® 16 O.C. WITH 5/8" 218 HALO BIAX TRACK LIGHT. VENDOR: RULON 116 TOTAL SQUARE NO. OF (BY-PASS). SUPPLIED BY TENANT AND INSTALIED BY CONTRUCTOR. GYPSUM BOARD INTERIOR SIDE, 5/8" DENSGLASS CONTACT: STAN KALETA PHONES: SAN NAL TA FEET PEOPLE 117 DOOR BELL AT 4'-0" AFF WITH BELL CHIME LOCATED AT SALES GYPSUM BOARD WITH 1 1/2" E.I.F.S. ON EXTERIOR DESK. SUPPLIED BY TENANT. SIDE OVER 8 SPLIT FACE BASE BLOCK WALL. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® COPYF i' All reports, Plans. specifications, computer files, freld data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhoci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. Z 0 0 0 poo UWM J D QQ0 WcnLL U) pwQ W U Q a z _ 00 Q Lo U Z Q CL W 0 0 LL Z LL r 06 r Lid Z � J N W C� cY) U ow< D Wpp w I— Z J Z Q LL LL ry W CnLLJ �p W z I— 0*) LL, � p�Z Q W0 a OMCf) TLL GREG N. SIMPS N r\" REVISION 1 1 2 1 3 1 4 1 5 1 6 1 7 1 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP B 131 EXISTING CANOPY. T SIGN AGE BY TENANT SIGN CONTRACTOR UNDER SEPARATE- PERMIT EPARATEPERMIT ri-*- FRONT ELEVATION SCALE: 1/8" = 1'-0" 2 INTERIOR ELEVATION ��) SCALE: 1/8" = 1'-0" Lwj (--4INTERIOR ELEVATION �AD" SCALE: 1/8" = 1'-0" D EXISTING RLfAILS 0 I ?8'-0" T.O. PARAPET WALL T.O. EXT. PARAPET 0'-0" FINISH FLOOR 109 108 INTERIOR ELEVATIONS NOTES tot SLATWALL. (SUPPLIED BY TENANT AND INSTALLED BY CONTRUCTOR.) toe STANDARDS. (SUPPLIED BY TENANT AND INSTALLED BY CONTRUCTOR.) 1a3 1'-0"x 10'-4" !AMINATE L -1L PANEL (SUPPLIED BY TENANT AND INSTALLED BY CONTRUCTOR.) too LAMINATE WING WALL (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). toy LAMINATE WING WALL (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). tas LAMINATE FITTING ROOM (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). 107 CASHWRAP (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR) . 1oa FLOATING MILLWORK CLOUD AT 12'-0" AFF (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). 109 OPEN STRUCTURE (NO CEILING). PAINT ALL STRUCTURE, MECHANICAL, ELECTRICAL, PLUMBING ETC. ABOVE SALES AREA AND WORK ROOM AREA. COLOR WHITE DRY FALL TYPE. 102 101 104 — \ € I o ! 107 — N y T oil gg I E 3 6NTERiOR ELEVATION '��j SCALE: 1/8" = 1'-0" 103 102 105 r5-`JNTER10Kr0' ELEVATION 109 108 102 (` 106 \ _I 0 102 0 o 00 .I Cuhaci & Petersen Architects - 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (4D7) 228-4219 INTERNET: www.c-p.com COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhoci & Peterson, Architects. Cuhaci & Peterson shall retain all common low, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP SHEET 161 A-20� z 0 r/ Cfl < L0 > IIj N � co Cy 0ly-< 00 cl�LLJ 0 ii— Z ® Z �T rT/,` L- 05 Z ® ly- v ® 0�- 0 ®Lu Q ® Z LLJ v� EXISTING STOREFRONT TO BE ADJUSTED FOR NEW PAIR OF DOORS. ri-*- FRONT ELEVATION SCALE: 1/8" = 1'-0" 2 INTERIOR ELEVATION ��) SCALE: 1/8" = 1'-0" Lwj (--4INTERIOR ELEVATION �AD" SCALE: 1/8" = 1'-0" D EXISTING RLfAILS 0 I ?8'-0" T.O. PARAPET WALL T.O. EXT. PARAPET 0'-0" FINISH FLOOR 109 108 INTERIOR ELEVATIONS NOTES tot SLATWALL. (SUPPLIED BY TENANT AND INSTALLED BY CONTRUCTOR.) toe STANDARDS. (SUPPLIED BY TENANT AND INSTALLED BY CONTRUCTOR.) 1a3 1'-0"x 10'-4" !AMINATE L -1L PANEL (SUPPLIED BY TENANT AND INSTALLED BY CONTRUCTOR.) too LAMINATE WING WALL (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). toy LAMINATE WING WALL (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). tas LAMINATE FITTING ROOM (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). 107 CASHWRAP (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR) . 1oa FLOATING MILLWORK CLOUD AT 12'-0" AFF (SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR). 109 OPEN STRUCTURE (NO CEILING). PAINT ALL STRUCTURE, MECHANICAL, ELECTRICAL, PLUMBING ETC. ABOVE SALES AREA AND WORK ROOM AREA. COLOR WHITE DRY FALL TYPE. 102 101 104 — \ € I o ! 107 — N y T oil gg I E 3 6NTERiOR ELEVATION '��j SCALE: 1/8" = 1'-0" 103 102 105 r5-`JNTER10Kr0' ELEVATION 109 108 102 (` 106 \ _I 0 102 0 o 00 .I Cuhaci & Petersen Architects - 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (4D7) 228-4219 INTERNET: www.c-p.com COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhoci & Peterson, Architects. Cuhaci & Peterson shall retain all common low, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP SHEET 161 A-20� z 0 Cfl < L0 > IIj N � co Cy 0ly-< 00 cl�LLJ 0 ii— Z ® Z L- 05 Z ® ly- v ® 0�- 0 ®Lu Q ® Z LLJ PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP SHEET 161 A-20� 20'-0" A.F.F. T.O. BACK WALL -, LO IWALLSECTION , 0'-0" FINISH FLOOR 2 WALL SECTION tit SCALE: 3/4" = 1'-0" EXISTING 5/8" GYP. BD, OVER METAL STUDS. SLATWALL. (SUPPLIED BY TENANT AND INSTALLED BY CONTRUCTOR.) --- CARPET AND BASE BY TENANT. EXISTING 4" CONC. SLAB. CENTER LINE OF COLUMN EDGE OF SLAB EXISTING CMU WALL SYSTEM. EXISTING 4" CONCRETE SIDEWALK. 5/8" TYPE "X" GWB. BOTH SIDES ON 6" MTL. STUDS @ 24" O.C. UP TO STRUCT. DECK ABOVE (1 HR. - UL #465) 200113 P.T. WOOD NAILER ALUM. BREAK METAL COLOR TO MATCH STOREFRONT I I 1 1/4" C EAR TEMPERED GLASS IN 1 3/4" x 4 1/2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM SCALE: 1/2" = 1'-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® COPYRIGHT — All reports, plans, specifications, computer files, fielddata, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Pet -arson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhcci & Peterson is a violation of Federal copyright laws. z 2 1 0 3 1 F- IO 6 1 0 C/) 0 - PROJECT NO. 200113 EY AS SHOWN ti 10-18-02 [)� CY) LULU MP SHEET ""� A-301 -j D- Ey W U) LL C/) LI1 0LJJ� < L w 17— ® 0 (� Q Z J U 1 1 2 1 3 1 4 1 IO 6 1 7 1 C/) PROJECT NO. 200113 co AS SHOWN DATE 10-18-02 DRAWN < LULU MP SHEET ""� A-301 C) 06 ®EE C/) < L e LIJ C/) 0 U) 0� ® Ljj Cn Q IZ— Ll_ z u _I ~ —� a C7 U) Uj U 1 1 2 1 3 1 4 1 5 I 6 1 7 1 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP SHEET ""� A-301 EXISTING THERMAFIBER SAFING INSULATION UL DESIGN No.HW-S-0020 EXISTING STRUCTURE ABOVE (BOTH SIDES) CONTINUOUS 6" METAL TOP RUNNER ANCHORED TO STRUCTURE ABOVE i I I I EXISTING CEILING EXISTING CEILING TO BE REWORK TO BE REMOVED. AT NEW WALL. i a " ADJASOENT RETAIL " DOTS " CONTINUOUS 6" METAL BOTTOM RUNNER ANCHORED TO CONCRETE 6" METAL STUDS �24" O.C. (20 GAUGE) ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE METAL STUDS UL SYSTEM No. 0465 EXISTING COCRETE FLOOR SLAB - FLOOR SLAB 0'-0 I FINISH FLOOR " -- j'Mail11 IJ 11 SCALE: 3/4" = 1'-0" SEE REFLECT FOR CEILING " TO CONTINUOUS BOTTOM RUN ANCHORED T FLOOR SLAB FINISH FLOOR a )TYPICAL SCALE: o FOILET " DF 5/8" ,RD EA. ;TU DS 20 GAUGE) ,OCRETE 0 5JiU"1%k3_1#n EXISTING STRUCTURE ABOVE CONTINUOUS 3 5/8" METAL TOP RUNNER ANCHORED TO STRUCTURE ABOVE _ " WORKROOM " CONTINUOUS 3 5/8" METAL BOTTOM RUNNER ANCHORED TO CONCRETE EXISTING COCRETE FLOOR SLAB FLOOR SLAB •"•, as ••��•a- •I•w4 - EXISTING THERMAFIBER SAFING INSULATION UL DESIGN N6.HW-S-0020 (BOTH SIDES) SALES AREA " 3 5/8" METAL STUDS -24' O.C. (20 GAUGE) ONE LAYER OF 5/8" GYPSUM BOARD EACH SIDE METAL STUDS 0' - 0" FINISH FLOOR SCALE: 3/4" = 1'-0" UL SYSTEM NO. U465 Nonbearing Wall Rating - 1 HR. 1. Floor and Ceiling Runner - (Not Shown) - Channel shaped runners, 25 MSG (min.) galy, steel 1 1/4 in. high, return legs 6 in. wide (min), attached to floor and ceiling with fasteners 24 in. o.c. 2. Steel Studs - 6 in. wide (min.) 1-1/4 in. legs, 3/8 in. return, formed of 25 MSG (min) gals. steel max. stud spacing 24 in. o.c. 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber Batts partially or completely filling stud cavity. 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 self -tapping steel screws spaced 8 in. o,c, along vertical edges, and 12 in. o.c. in the field of the board. joints oriented vertically and staggered on opposite sides of the assembly. When attached to furring channels with 1 in. long, type S steel screws spaced 12 in OC. Boral Gypsum, Inc. - Type BG -C, DDDG3, DDG2 or DDN1. Canadian Gypsum Co., Ltd. - Types C, SCX, SHX, WRX. Eagle -Gypsum Products - Type EG -C or EGX-11. Georgia-Pacific Corp. - Type DGG, GPFS-3, GPFS-6, or GPFS-C_ National Gypsum Co. - Types FR, FSW, FSW-G, WR. Pabco Gypsum - Type C, PG -3, PG -5, PG -9, or PG -C. Republic Gypsum Co. - Type RG -C. Standard Gypsum Corp. - Type SGC, SG -C, or SGC -G. Temple-Inland Forest Products Corp. - Types T, TP -5, VPB-Type T United States Gypsum Co. - Type AR, C, FCV, IP -X1, IP -X2, SCX, SHX, Westroc Industries Ltd. - Type Westroc Fireboard. 4A. Wallboard, Gypsum* - (As an alternate to Item 4) - Nam. 3/4 in. thick, 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 CV - Type AR 4B. Wallboard, Gypsum* - (As an alternate to Item 4 and 4A) - Nom. 5/8 in. thick, installed as described in Item 4. Joint covering (Item 5) not required_ Canadian Gypsum Company - Type WSX. United States Gypsum Co. - Type WSX Yeso Panamericano SA de CV - Type WSX 5. Joint Tape and Compound - Vinyl dry or pre -mixed joint compound, applied in two coats to joints and screw heads: paper tape, 2 in. wide, embedded in the 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 Classified veneer baseboard. Joints reinforced. 6. Furring Channel - (Optional - Not Shown)-- Resi;ient 25 MSG gain 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 *Bearing the UL Classification Marking NOT TO SCALE SECTION A -A 1. Floor Assembly-- The fire rate fluted steel deck/cocrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor -Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor,And Form Units*-- Max. in. deep galy. steel fluted units. B. Concrete --Min. 2-1/2 in. thick reinforced concrete, as measured from the top plane of the units. 2. Wall Assembly-- The 1 or 2 hr. fire rated gypsum wallboard/steel stud wall assembly shall be constructed of the materials and the manner described in the individual U400 -Series Wall or Partition Design in the UL fire Resistance Directory and shall include the following construction features: A. Steel Floor And Ceiling Runners --Floor and ceiling runners of wall assembly shall consist of goly. steel channels sized to accommodate steel stud (Item 2B). Ceiling runner to be provided with 3 in. flanges. Ceiling runner installed within the U -shape deflection channel (Item 3A) with 1 in. gap maintained between the top of ceiling runner and top of deflection plate. B. Studs --Steel studs to be min_ 3-1/2 in. wide Studs cut 1/2 to 3/4 in. less in lenght than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. stud spacing not to exceed 24 in. OC. C. Wallboard, Gypsum*- -Wallboard sheets installed to a min. total thickness of 5/8 in. and 1-1/4 in. on each side of wail for 1 and 2 hr. rated assemblies, respectively. Wall and partition Design in the UL Fire Resistance Directory, except that a nom 1 in. gap shall be maintained between the top of the wallboard and the bottom of the steel floor units and the top row of screws shall be installed into the stud 3-1/2 in. bellow the lower surface the floor. the hourly fire rating of the joint system is equal to the hourly fire rating of the wall. 3. Joint System --Max separation between bottom of floor and top of wall is 1 1n. The joint system is designed to accommodate a max 18.75 percent compression or extension from its installed width_ The joint system consists of a deflection channel, forming material and a fill material, as follow: A. Deflection Channel-- A nom 3-5/8 in. deep min. 24 ga. steel U-shaped channel. Deflection channel secured to valleys of steel floor units (Item 1A) with steel fasteners or by welds spaced max. 24 in. OC. the ceiling runner (Item 2A) is installed within the deflection channel to maintain a1 in. gap between the top of the ceiling runner and the top of the deflection channel. The ceiling runner is not fastened to the deflection channel. B. Forming Material* --Min. 4 in thickness of min. 8 pcf density mineral wool batt insulation cut to the shape of the fluted deck, approx. 20 percent larger than the area of the flutes and compressed into flutes of steel floor units -between the top of the deflection channel and the steel deck. Additional pieces of min. 8 pcf mineral wool batt in.ulation are to be cut to the contour of the flutes with an additional 1-3/8 in. high section at the bottom of the shapes to fill the 1 in. gap between the top of the wallboard and bottom of steel floor units. The additional pieces of mineral wool are compressed and firmly packed into the flutes and the gap between the top of the wallboard and bottom of the steel floor units on both sides of the wall and shall be a min. 3/4 in. thick for 1 hr. Rated Design and a min. 1-1/2 in. thick for 2 hr. Rated Design. Fibrex Insulation, Inc -.--FB X Safin g Insulation Owens Corning HT Inc., Div. of Owens Corning-- Safing Insulation/MW Thermalfiber L L C --Type SAF C. Fill, Void or Cavity Material-- Min. 1/16 in., (dry, 1/8 in. wet) thickness or fill material sprayed or brushed on each side of the wall in the flutes of the steel floor units and between the top of the wallboard and the bottom of the steel floor units to completely cover mineral wool and overlap a min. of 1/2 in. onto wallboard and steel deck on both sides of wall. Minnesota Mining & Mfg. Co.--Firedam Spray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uhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com © COPYRIGHT Allreports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. GREGORY U MAPS" 1 c REVISION 1 2 3 I cry 5 I � I - 7 0 D SCALE AS SHOWN DATE 10-18-02 co AN 0 It co 00 0 _ DL U) LL cY7 � a Cy • GREGORY U MAPS" 1 c REVISION 1 2 3 I cry 5 I � I Z 7 0 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP 0 U) cY7 � Cy C o < zon_ UJ IC) 0 Z LL ® 05 WU)�o Z F �. 0) Z u Lel n ® C.0 C/J � Ld z Q � GREGORY U MAPS" 1 c REVISION 1 2 3 I 4 ! 5 I � I 7 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP 011:011 �GQti1Y.� -- -- -- T- - - - 71 FNLARGED RESTROOM PLAN SCA"ALE: 1/2" = 1'-0" WALL ADJACENT TO SINK TO HAVE FIBER GLASS REINFORCE PANELS 48" 'PUDE AND 48" HIGH A. F. F. ENLARGED HANDICAP FITTIN"G SCALE: 1/2" = 1'-0" G.C. TO PROVIDE SOLID BLOCKING G.C. TO PROVIDE SOLID BLOCKING IN THE WALLS FOR GRAB BARS IN THE WALLS FOR GRAB BARS SUPPORT. ALL GRAB BARS MUSTWATER WATER SUPPORT. ALL GRAB BARS MUST SUSTAIN THE BENDING STRESS, RESISTANT GYP. RESISTANT GYP. SUSTAIN THE BENDING STRESS, SHEAR STRESS, AND SHEAR FORCE BD. TYPICAL @ BD. TYPICAL @ SHEAR STRESS, AND SHEAR FORCE OF 250 LBS POINT LOAD ALL WET AREAS ALL WET AREAS OF 250 LBS POINT LOAD PAINTED PAINTED \\\ 3'-0" 6,> 6,> 3'-0" F A A F B r 2 1---- ---- --- ----� 2 _ C C O = = I O I 4 WATER DRAIN n 1 WATER DRAW PIPES TO BE PIPES TO BE INSULATED INSULATED -LNLECTIC HOT WA R OON EPRE-RFABRIICATEDTER A� 0 ELEVATIONELEVATION ATI ORM 10'-0" A.F.F.. SEE 31NG DRAWING. GENERAL SCALE: 1/2" = 1'-0 SCALE: 1/2" = 1'-0" ZACTOR TO PROVIDE SOLID BLOCKING. 0 I WATERWATER RESISTANT GYP. G.C. TO PROVIDE SOLID BLOCKING RESISTANT GYP. BD. TYPICAL @ IN THE WALLS FOR GRAB BARS i—BID. TYPICAL @ ALL WETAREAS SUPPORT. ALL GRAB BARS MUST ALL WET AREAS F PAINTED SUSTAIN THE BENDING STRESS, PAINTED SHEAR STRESS, AND SHEAR 3 FORCE OF 250 LBS POINT LOAD A 3'-6" 1'-0" 1'-0" B M M L---------- i r — — — — — — — — — — - i I � I N I I N I I HOT WATER DRAIN PIPES 1 ( 1 TO BE INSULATED 13'-2" 6'-1" RESTROOM LEV SCALE: 1/2" = 1'-0" PADDE 1/2" PLUMBING FIXTURES AND ACCESSORIES 1O. WATER CLOSET: BARRIER FREE - AMERICAN STANDARD, CADET EL. NO. 2998.012 FLOOR MOUNTED, 16-1/2" HIGH, TANK TYPE, VITREOUS CHINA, ELONGATED SIPHON ACTION BOWL, 2" BALI -PASS TRAPWAY, CLOSE COUPLED TANK, 1.6 GPF. CENTOCO NO. 150OCCSS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. 1/2" CW, 2" VENT, 4" SAN. O RESTROOM LAVATORY: AMERICAN STANDARD, LUCERNE 0355.012 WHITE, WITH HERITAGE CENTERSET FAUCET 7516.172 W/4" WRIST HANDLES, OR EQUAL. 3� NOT USED NOT USED O NOT USED O DRINKING FOUNTAIN: HALSEY-TAYLOR BARRIER -FREE HAC8BLQ ELECTRIC WATER COOLER TWIN. INSTALLED W/ ORIFICE AT +34" (LOW) AND +41" (HIGH) OR AS REQUIRED TO MEET CODE. O NOT USED �J UNLESS OTHERWISE NOTED ALL TOILET" ROOM ACCESSORIES ARE BY BOBRICK. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL TOILET ACCESSORIES AS NOTED. SURFACE MOUNTED PAPER TOWELL DISPENSER OSURFACE MOUNTED SOAP DISPENSER OC SURFACE MOUNTED TOILET TISSUE DISPENSER B-2893 �D NOT USED NOT USED OSURFACE MOUNTED ADA MIRROR W/ S.S. FRAME, 16"X30" B-294 NOT USED ONOT USED (D NOT USED OK NOT USED ONOT USED p� S.S. GRAB BARS WITH CONCEALED MOUNTING B-6206 TOILET ROOM NOTES 1. GRAB BARS TO BE 1 1/2" DIAMETER, 1 1/2 CLEAR FROM WALL, BOBRICK #B-6206. 2. ALL OPERABLE FIXTURE COMPONENTS OR LEVERS OF FIXTURES AND ACCESSORIES TO BE MOUNTED 40" MAXIMUM ABOVE FINISH FLOOR 3. WATER AND DRAIN PIPES UNDER LAVATORIES TO BE THERMALLY INSULATED 4. HANDICAP TOILET TO HAVE TOP OF SEAT BETWEEN 19" A.F.F. OR AS REQUIRED BY LOCAL CODES. 5. NOT USED 6- PROVIDE EXHAUST FAN AT RESTROOMS. 7. CAULK AROUND ALL MIRRORS AND ACCESSORIES. B. CONTRACTOR MUST PROVIDE SOLID IN WALL BLOCKING FOR ALL TOILET ROOM ACCESSORIES AND PARTITIONS. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com V COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document withoutha written permission from Cuci &Peterson is a violation of Federal copyright laws. Fig. 27 Fig, 29 Fig. 31 Fig. 32 0 Drinking Fountains and Water Coolers 0- I_ Grab Bars at Water Closets Lavatory Clearances Er Clear Floor Space at Lavatories 0 48" UJ LL () Uc)� w z min J U L 0 0 4" ma 36" min C - 17"-19" E z 54" P� CIO LL 0 min 06 ® ® Mi-------- 0 36" mil �z00 L I lmin E I ' ED LU LU ® v ----------- CLEAR - -- 8" 8" 6" max ra �---------12" ® 2" min 12" 42" min C� {nLULL1 t~-- FLOOR ► min ol `= iSPACE F- NOTE: EQUIPMENT PERMITTED I _ I _ IN SHADED AREA - x (a) Spout Height and Knee Clearance (b) Clear Floor Space E E i _ ._ E _ -E 30" min 30" min ' NOT TO EXCEED = L r- FOUNTAIN - 48" min r----- DEPTH 1 °' BKNEEn 6" I E i % / x TOE Q I 1 CLEARANCE CLEARANCE coI � `-----J L----- (a) Back Wall (b) Side Wall _ -�- EDEPTH (c) Free -Standing Fountain or Cooler (d) Built -In Fountain or Cooler Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com V COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document withoutha written permission from Cuci &Peterson is a violation of Federal copyright laws. GREGOV4. MANNA NA REVISION 110 3 I 4 I 5 6 7 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP SHEET A-401 io M �.1 0 0- I_ ®q) L-1 Er C''7 0 UJ �0 u) LL () LLJ Uc)� w z 00 J U L GREGOV4. MANNA NA REVISION 110 3 I 4 I 5 6 7 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP SHEET A-401 io M �.1 I_ L-1 0 06 0 0 C - I i z P� CIO LL 0 06 ® ® F_ LLJ 0 �z00 L LU LU ® v ® 0 ® LL z w C� {nLULL1 t~-- GREGOV4. MANNA NA REVISION 110 3 I 4 I 5 6 7 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP SHEET A-401 io DOOR SCHEDULE HARDWARE SCHEDULE TYPES DOOR DOOR FRAME FIRE HDWR. KEY HDWR. 1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE. 11. WORKROOM: UNFINISHED 3'-0" X 6"-8" X 1 3/4" SOLID HARDWARE SET #1: # TYPE MATERIAL FINISH SIZE MATERIAL FINISH JAMB HEAD SILL RATING SET TYPE NOTE CORE WOOD DOOR AND HOLLOW METAL FRAME. INSTALL 1 1/2 PAIR BUTTS - FBB179 4 1/2" X 4 1/2" 2. PROVIDE DOOR SIGNAGE PER SCHEDULE AS MANUFACTURER BY "BEST CLOSER ON THE WORKROOM SIDE OF THE DOOR. US26D STANLEY W/NON-REM. PINS 1 B PAIR OF ALUM./GLASS DARK BRONZE 3'-0 x 7'-0" ALUMINUM DARK BRONZE TO MATCH 1 1 1 - 3 - 10 MANUFACTURING SIGN SYSTEMS", HC 300 ADA SYSTEM. 1 EACH LOCKSET - SCHLAGE - 626 (800) 235 -BEST. 1 EACH CLOSER - LCN 4040 US26D FINISH - ADJACENT BUILDING MEN & WOMEN SIGNS: HC30OA; OTHER NAMES: HC300E 12 TOILET ROOMS: 3'-0" X 6'-8" X 1 3/4" SOLID WOOD CORE MOUNTED AT INSIDE OF ROOM EXISTING BACKGROUND COLOR: BLACK 101 DOOR AND STANDARD WOOD FRAME WITH PRIVACY LOCK AND 1 EACH FLOOR STOP - 331xESxRISER US26D QUALITY 2 EX PAINTED EXIST. 3'-0" X 6'-8" HOLLOW METAL PAINTED 2 2 2 - 2 - 13. BORDER, LETTERING, AND BRAILLE: WHITE 949. CLOSER. HOLLOW METAL SIGNS SHALL BE MOUNTED WITH CENTERLINE 60" ABOVE FINISH FLOOR. 3 EACH SILENCERS - QUALITY #1337A GREY MENS & WOMENS TOILET SIGNS 3 A SOLID CORE WOOD PAINTED 3'-0" x 6'-8" WOOD PAINTED 4 4 4 - 1 - 12 13. EXISTING DOOR: 3'-0" X 7'-0" HOLLOW METAL DOOR AND HARDWARE SET #2 INSTALLED ON WALL ADJACENT 3. CONTRACTOR TO SUBMIT TYPE WRITTEN SHOP DRAWINGS AND PRODUCT FRAME WITH EXIT LOCK, PEEP HOLE, DOOR BELL, METAL 1 1/2 PAIR BUTTS - FB8179 9 1/2" X 4 1/2" TO LATCH SIDE OF DOOR. LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED. PREPARED BY A 48" TRESHQLD AND PROPERLY WEATHESTRIPPED. 1 EACH THRESHOLD CHARACTERS SHALL BE 4 A SOLID CORE WOOD UNFINISHED 3'-0" x 6'-8" HOLLOW METAL PAINTED 3 3 3 1 - 11 LICENSED AND CERTIFIED CONSULTANT. 3 EACH SILENCERS -QUALITY #1337A GREY MIN. & 60" MAX. ABOVE FINISH ALL DOORS WITH GLASS 4. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED. DOOR 14. FINAL CORE PROCESS FOR LOCKSETS & KEYING: W/NON-REM. PINS FLOOR. MEASURED FROM THE O TO BE1 TEMPERED 1 EACH EXff DEVICE DETER BASELINE OF CHARACTERS. SASSSS-CLELE AR. AND FRAME TO BE SHOP PRIMED AND PAINTED. 1 EACH CLOSER - LCN 4040-USR6D FINISH A. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, 1 EACH PANIC BAR - SUBMIT FOR APPROVAL 5. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER. FRAMES, HARDWARE AND LOCKSETS, DETEXES, 1 SET WEATHERSTRIP SUBMIT OTHERS FOR APPROVAL. LOCKS NEED TO BE REKEYABLE. AND ENTRANCE DOORS. NOTE: SUBMIT SHOP DRAWING (FOR ALL ABOVE) 6. DOOR DETEX SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL B. REKEYING IS THE RESPONSIBILITY OF THE TO ARCHITECT FOR APPROVAL EGRESS CONTROL DEVICES LISTED IN LOCAL CODES. FUTURE TENANT HARDWARE SET #3: 2" 7. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT'S APPROVAL. 1 PR. HINGES - ARMALITE - DARK BRONZE ANODIZED FIN. 2 EACH CLOSER - LCN 4040J X TB W/HOLD-OPEN 8. ALL DOORS AND HARDWARE TO COMPLY WITH N.F.P.A, 101-5-2.1.5. BHMA693 (CLEAR ANODIZED) FINISH 2 EACH MOUNTING BRACKETS - LCN 4040-18TJ - 0 9. ALL DOORS AND HARDWARE TO COMPLY WITH A.D.A. AND CODE OF BHMA693 (CLEAR ANODIZED) FINISH \l FEDERAL REGULATION, UTILIZING A LEVER LATCH OR LOCKSET. 2 EACH DOOR PULLS - MANUF. STANDARD - DK. BRZE. ANODIZ. oOL a ROOM MATERIA L LE'"'EIN 2 EACH DOOR PUSH BAR - ARMALITE - CP II - .I % 1rD 10. STOREFRONT ENTRY DOOR: ONE PAIR 3'-0" X 7'-0", MEDIUM DUTY CLEAR ANODIZED NARROW STILE ALUMINUM FRAME AND SAFETY GLASS DOOR WITH 1 EACH CYLINDER - SCHLAGE (7 -PIN) MORTISE PUSH/PULL HARDWARE, HEAVY DUTY SURFACE MOUNTED CLOSER, (NOTE: TO REMAIN OPEN DURING STORE OPERATION) WALLS 2 EACH FLOOR STOP - 331 -ES QUALITY - BLACK RM THUMBTURN WHERE ADAMS RIGHT LOCK BOLT OR APPROVED EQUAL. WITH INTERIOR ITED BY CODE. aLUMINUM S 2 SETS WEATHERSTRIP � NO ROOM FLOOR BASE NORTH SOUTH EAST WEST CEILINGS REMARKS PROPERLY WEATHERSTR PPED. HARDWARE SYSTEM SHALLBE AND 1 EACH THRESHOLD HOLLOW CORE WOOD CARPET TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED COMPATIBLE WITH "BEST" # ie74 MORTISE CYLENDER AND c-181 NOTE: SUBMIT SHOP DRAWING (FOR ALL ABOVE) 100 GENERAL SALES AREA (BY TENANT) BY TENANT READY FOR PAINT READY FOR PAINT READY FOR PAINT READY FOR PAINT NO CEILING - CAM. TO ARCHITECT FOR APPROVAL 101 TOILET ROOMS VCT 1 4" VINYL TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED GYPSUM BOARD 8'-0" AFF CLG READY FOR PAINT READY FOR PAINT READY FOR PAINT READY FOR PAINT PAINTED D 0`1 OR TYPES 102 WORKROOM VCT 1 4" VINYL TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED NO CEILING - READY FOR PAINT READY FOR PAINT READY FOR PAINT READY FOR PAINT 103 SPRINKLER CLOSET CONCRETE _ TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED NO CEILING - READY FOR PAINT READY FOR PAINT READY FOR PAINT READY FOR PAINT SEE RAIN HOOD DETAIL DRAWING 1/A-600 1. VCT 1: 12" X 12" X 1/8" VINYL COMPOSITION TILE - ARMSTRONG IMPERIAL TEXTURE # 51904 STERLING. ON THIS SHEET 2. 4" COVED VINYL BASE - ARMSTRONG #66 COOL GRAY. 1/2" GYPSUM BOARD ON 3. AREA WITH OUT CEILING: ALL EXPOSED STRUCTURE, MECHANICAL, PLUMBING, ELECTRIC AND OTHERS TO BE PAINTED WHITE DRY FALL TYPE PAINT.— METAL STUDS (PAINT 4 1 2" 6 READY KAWNEER TRI -FAB 450 GYPSUM BOARD ON 4. ALL CONCRETE FLOOR SLAB TO BE PATCH SMOOTH, LEVEL AND CLEAN CONDITION PRIOR TO INATALLATION OF FLOOR FINISH. _ STOREFRONT SYSTEM. —= CONCRETE BLOCK METAL STUDS ) P 1 i 1 PRE CAST CONC. 3-5/8" METAL STUDS LENTIL @ 24" O.C. ` METAL STUDS 1/4" TEMPERED GLASS x = PER PLANS P.P.G. OR EQUAL. ' s -,"a= ; : 16 GA. GALV. METAL 1 " X 3" WOOD TRIM. ,I;; A ` DOOR FRAME FILLED HOLLOW METAL (PAINT READY) A \ MODEL 72 NARROW - = - - -3 • ` WITH CONCRETE W/ _ �� FRAME 18 GA. PAINT STYLE DOOR. SEE = MASONRY ANCHOR 3- i `-DOOR SCHEDULE. cv,�s PER JAMB MW. \=� 1-3/8" PRE -HUNG DOOR _ r°�� "``: IN 1' X 4-5/8" WOOD SAWCUT MASONRY JOINT, - CAULK CONT. PERM. \ FRAME. (PAINT READY) i 8 i 8 POINT IN RAIN HOOD, ' I CAULK CONT. \\ 1-3/8" PRE -HUNG DOOR I �,\ 18 GA. GALV. METAL IN 1 „ X 4-5/8 WOOD 1 3/4` T - DOORDOOR 1-3/4" THICK,FRAME. (PAINT READY) PAINT, SEE SCHEDULE. I TYPE 1 /> T(EXISTING) lJAMB TYPE I TY' 22 GA. GALV. MTL. HEAD PE 4 RAINHOOD, PAINT TO MATCH DOORS 18 GA. GALV. METAL DOOR SYSTEM DOOR 1-3/4" THICK, ALUMINUM / GLASS " a a -. pa PAINT, SEE , r_ „ r_ PROVIDE DOOR SCHEDULE. 1-3/8' PRS HUNG DOOR 1-3/8 PRE—HUNG HUNG DOOR WEATHER SEAL EXTERIOR IN I" X 4-5/8" WOOD IN 1 " X 4-5/8" WOOD FRAME. (PAINT READY) FRAME. (PAINT READY) c D - — FOOME\CARPE CONCRETE T VCT SLAB ` \�.,\ TRANSITION STRIP V \� --ALUM. THRESHOLD FINISH r �i \ . SET IN MASTIC TYP. CARPET f I REFER TO FINISH \ \ ( ) �g FtNtSH -� SLOPE SCH� DULE FOR FLOOR \�� r\\� \ 4„ „ FINISH MATERIAL BEYOND \ VCT/ CONCRETE��\� FINISH :� .; 1 /4 /FOOT �` FINISH AS \ \�, VCT -1 CAULK CONT. WEATHER �� �' `�� SCHEDULED - J - �! STRIPPING TYP. GROUND ��' DOORS > A -A EXIST. EXTERIOR COMPRESSIBLE ! PROVIDE HANDICAP CONCRETE WALK FILLER BOARD APPROVED THRESHOLD & SEALANT RETURN CLOSED ENDS SCALE: N.T.S. � �L[ TAIL(EXISTINPAQ SILL TP 1SILL T(EXISTING) SILL TYPE 3 SILL TYPE 4 STOREFRONT DETAIL DOT8.0 SCALE: 1/4" = V-0" Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as Instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. GREGO 'f-�. SIMPSM REVISION, 1 2 3 4 LLI 5 6 J 0— [)000 D Cr AS SHOWN 0 l CO DRAWN AN CHECKED MP C9 �. L0 0 Uj 66 jt 10 GREGO 'f-�. SIMPSM REVISION, 1 2 3 4 LLI 5 6 J PROJECT NO. D SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP C9 Uj L0 0 66 Ce) U < z LL on 06 �®0 I® z <C L_ 0 0� z LL Lu i- LLj ®r �j v" Z r ,LU O co (� 1� f M 10 R U? GREGO 'f-�. SIMPSM REVISION, 1 2 3 4 5 6 7 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED MP SHEET A-601 SAN SCHEDULE TAG DESCRIPTION r SERVICE - EXHAUST AIR QUANTITY CFM 100 EXT. STATIC PRESS. IN. H2O 0.375 FAN TYPE - CEILING DRIVE - DIRECT SONES - 3.6 MOTOR WATTS 70 FAN SPEED RPM 1500 POWER V/0 120/1 CONTROL _ i TLRLOT- R W/ LIGHT SWITCH LOCATION - TOILET ROOM MANUFACTURER - BROAN MODEL - S150L NOTES # 1, 2 1. WITH PLU(3-IN DISCONNECT. 2 PROVIDE CONTROL BY MANUAL LIGHT SWITCH WITH 5 MINUTE DELAY. FAN SHALL RUN 5 MINUTES AFTER LIGHT IS OFF. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF SWITCH. MAX. 20' TRANSITION -0.25 D (4" MIN. PER SMACNA) RECTANGULAR DUCT o N '%�- VOLUME DAMPER D WITH LOCKING )AMPER. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE BRANCH DUCT DETAILS NOT TO SCALE NOT TO SCALE HVAC LEGE14D SYMBOL DESCRIPTION r NECK FRAME NEW DUCTWORK FINISH EXISTING DUCTWORK ------------ CD 0 - 105 CFM = 6"RND 0 ® SUPPLY OR OUTSIDE AIR DUCT SECTION ® RETURN OR EXHAUST DUCT SECTION R� a MANUAL AIR VOLUME CONTROL DAMPER ® SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE QV) Ldi z RETURN AIR DEVICE ® EXHAUST AIR DEVICE O �Q� Us TEMPERATURE SENSOR IN RETURN DUCT AIR STREAM. SMOKE DETECTOR A-300 Ld 00 205 - 350 CFM = 10"RND co w � UL) cV Los 355 - 575 CFM = 12"RND � CO - t I} W J BAK. WHT. Uj-WLQ W Z ENAMEL B TITUS -350FL RAG Ln CD 0�3U� 24x48 r FLANGE OFF WHITE DEVICE TYPE LEGEND: CD = CEILING DIFFUSER RAG = RETURN AIR GRILLE uJ �- T 1-0Ln L0 MAX. 20' TRANSITION -0.25 D (4" MIN. PER SMACNA) RECTANGULAR DUCT o N '%�- VOLUME DAMPER D WITH LOCKING )AMPER. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE BRANCH DUCT DETAILS NOT TO SCALE NOT TO SCALE HVAC LEGE14D SYMBOL DESCRIPTION r NECK FRAME NEW DUCTWORK FINISH EXISTING DUCTWORK ------------ CD 0 - 105 CFM = 6"RND FLEXIBLE DUCT ® SUPPLY OR OUTSIDE AIR DUCT SECTION ® RETURN OR EXHAUST DUCT SECTION DUCTWORK TRANSITION MANUAL AIR VOLUME CONTROL DAMPER ® SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE AIR FLOW PATTERN z RETURN AIR DEVICE ® EXHAUST AIR DEVICE O WALL MOUNTED THERMOSTAT Us TEMPERATURE SENSOR IN RETURN DUCT AIR STREAM. SMOKE DETECTOR A-300 DEVICE TYPE "A" - 300 CFM DEVICEAIR SYM MANUF./CAT. NO. TYPE NECK FRAME REMARKS FINISH A TITUS - OMNI ROUND CD 0 - 105 CFM = 6"RND ROUND FLANGE BAK. WH T. 0 ENAMEL, LLI 110 - 145 CFM = 6 RND <2 < OFF WHITE -_ [Y- 0 JU) 150 - 200 CFM = 8'RND LIJ 205 - 350 CFM = 10"RND co w Los 355 - 575 CFM = 12"RND CO Uj BAK. WHT. ENAMEL B TITUS -350FL RAG 24x48 24x48 r FLANGE OFF WHITE DEVICE TYPE LEGEND: CD = CEILING DIFFUSER RAG = RETURN AIR GRILLE TYPICAL SEQUENCE OF OPERATION THE ROOF TOP UNIT SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ENERGIZE THE ELECTRIC HEAT IN STAGE(S) TO MAINTAIN SET POINT. SUPPLY FAN SHALL RUN CONTINUOUSLY DUPING OCCUPIED HOURS. PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OR EVERY 30' PROVIDE PLUG FOR MAINTENANCE DRAIN LINE. SLOPE WITH FLOW �A 1/8"/FT TO DRAIN GUTTER t to CONDENSATE A = FAN SUCTION PRESSURE + 1 INCH MAX. TONS PIPE SIZE 2 3/4" 5 1" 30 1 1/4" CONDENSATEI DETAIL NOT TO SCALE ROUND DUCT SUPPORT & BRAC[NG DETAIL NOT TO SCALE HVAC GENERAL NOTA 1. INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 2. ALL SUPPLY AND RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. NOTE: ALL SUPPLY AND RETURN AIR DUCTS 5'-Q" AND GREATER FROM THE ROOF TOP UNIT MAY BE AT OWNER'S OPTION, MINIMUM R-6 RIGID FIBERGLASS DUCT BOARD. OWNER SHALL SUBMIT A LETTER TO ENGINEER TO AUTHORIZE THE USE OF FIBERGLASS DUCT BOARD. FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM; COMPLY WITH UL 181. PROVIDE 1" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH SECTION 605.3 OF THE STANDARD MECHANICAL CODE, 1997 EDITION. PROVIDE 1" WIDE 22 GA. STRAPS, 10 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 30" AND ALL ROUND FLEX DUCT. PROVIDE 1" WIDE 22 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER FROM 31" TO 72" AND 1" WIDE 20 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 96", 4. ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THRU ROOF PIPING. 5. PROVIDE ALL ROOF TOP UNITS WITH MANUFACTURERS RECOMMENDED SERVICE AREA CLEARANCES AND ELECTRICAL CONVENIENCE OUTLETS. 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITH STAND 110 MPH WIND LOAD DESIGN. (SEE "ROOF CURB DETAIL FOR MECHANICAL EQUIPMENT") 7. ALL TRANSFER DUCT WORK LEADING TO RESTROOMS SHALL HAVE A ZERO LEAKAGE BACKDRAFT DAMPER AS SHOWN ON MECHANICAL DRAWINGS. 8. ALL ROOF TOP UNITS TO HAVE SMOKE DETECTORS IN SUPPLY AND RETURN DUCT WORK. DETECTORS SHALL SHUT DOWN UNIT UPON ACTIVATION. 9. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 10. DUCTWORK INSULATION SHALL BE 1-1/2" FOIL FACED FIBERGLASS DUCT WRAP. 11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. 12, TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 14. FAN CONTROL SHUTDOWN DEVICE SHALL BE LOCATED IN THE SUPPLY AND RETURN AIR PRIOR TO MIXING WITH FRESH AIR. UNITS W/ 2000 CFM OR LESS MAY USE A FIRE STAT IF ONE UNIT IS ONLY INSTALLED PER SPACE. UNITS GREATER THAN 2000 CFM SHALL HAVE SMOKE DETECTORS. 15. ALL FANS SUPPLYING MORE THAN 2000 CFM OF AIR TO ANY SPACE AND RECIRCULATING FAN SYSTEMS SERVING AREAS OF EGRESS SHALL BE INSTALLED WITH A SMOKE DETECTOR IN THE SUPPLY AND RETURN DUCTWORK PRIOR TO MIXING WITH OUTSIDE AIR. THE SMOKE DETECTOR SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL PER NFPA 72 (IF BUILDING IS SO EQUIPPED). IF THE BUILDING IS NOT PROVIDED WITH A FIRE ALARM SYSTEM, THE SMOKE DETECTOR SHALL CAUSE A VISIBLE AND AUDIBLE ALARM SIGNAL IN A NORMALLY OCCUPIED AREA PER NFPA 90A.SMOKE DETECTOR TROUBLE CONDITIONS SHALL BE INDICATED VISUALLY A NORMALLY OCCUPIED ARE OR AUDIBLY IN A AND SHALL BE IDENTIFIED AS AIR DUCT DETECTOR TROUBLE. IF A BULDING FIRE ALARM SYSTEM IS INSTALLED, THE SMOKE DETECTOR SHALL BE FURNISHED BY THE ELECTRICAL OR FIRE ALARM CONTRACTOR, MOUNTING IN THE DUCT BY THE MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR. IF A BUILDING FIRE ALARM SYSTEM IS NOT INSTALLED, THE SMOKE DETECTOR AND AUDIBLE/VISIBLE ALARM SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 16. ALL SUPPLY AIR DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. 17. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 18, CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. INSTALLATION OF THE EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT 19. VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. 20. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE ROOF TOP UNIT. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING ON ROOF SHALL BE PROPERLY SUPPORTED. (SEE "CONDENSATE PIPE SUPPORT ON ROOF" DETAIL) 21. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE FLORIDA MECHANICAL CODE". 22. GUARANTEE, FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. 23. DQ NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 24. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". 25. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. 26. CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT BY A CERTIFIED TEST AND BALANCE AGENCY AT THE FINAL INSPECTION. THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. 27. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. 28, ERRORS OR OMISSIONS: THE INTENT OF ARCHITECT/ ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 29. PLANS AND SPECIFICATIONS: INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. 1,10 ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/HERSELF WITH THE PLANS. MIN. 6" ABOVE LIGHT FIXTURE DIFFUSER INSTALLATION DETAIL NOT TO SCALE FIN. FL. WALL CAP EXIST. (2) E RTU. SET 01 AIR TO 400 REPLACE EX HEATING ELE A 10.0 KW. (ITP. OF 2) NOTE: FIRST 10'-0" OF SUPPLY AND RETURN DUCT SHALL BE 1" ACOUSTIC LINED. HVAC PLAN SCALE: 1/8" = 1'-0" Z EXHAUST FAN RTU(2) - 2) 800 O.A.CFM 200 CFM SPACE TOTAL EXHAUST = 200 CFM TOTAL OUTSIDE AIR = 800 CFM POSITIVE OF 600 CFM AIR BALANCE DIAGRAM NOT TO SCALE OUTSIDE AIR CALCULATION RETAIL FLOOR AREA # PEOPLE CFM/PERSON CFM REQUIRED CFM SUPPLIED SPACE 40 15 600 800 PER ASHRAE STANDARD 62-1999 r Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com 0 COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. Navtwaf X. AlimaZl REVISION 1 2 3 4 5 i 6 I 7 I PROJECT NO. 200113 SCALE 0 CO 10-18-02 DRAWN AN .®1 0 LLI <2 < - -_ [Y- 0 JU) LL LIJ z co w Los Navtwaf X. AlimaZl REVISION 1 2 3 4 5 i 6 I 7 I PROJECT NO. 200113 SCALE AS SHOWN CO 10-18-02 DRAWN AN .®1 LLI 0 z CO Uj D 0 uJ �- L0 z D- o ®00 C C c UL z < _j LL < _j, . Z i C 0 � C/)z �L z w M z ~ i,- � u 0 LU i Navtwaf X. AlimaZl REVISION 1 2 3 4 5 i 6 I 7 I PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED NA SHEET -1 0 1 _Fil_ ME .... 140 WC -1: WATER CLOSET, BARRIER FREE - AMERICAN STANDARD, CADET EL. NO. 2998.012 FLOOR MOUNTED, 16-1/2" HIGH, TANK TYPE, VITREOUS CHINA, ELONGATED SIPHON ACTION BOWL, 2" BALLPASS TRAPWAY, CLOSE COUPLED TANK, 1.6 GPF. CENTOCO NO. 150OCCSS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL CHECK HINGE. 1/2" CW, 2" VENT, 4" SAN. L-1: LAVATORY - AMERICAN STANDARD LUCERNE NO. 0355.012, 20x18" VITREOUS CHINA, WALL HUNG, 4" CENTERS. PROVIDE FLOOR CARRIER WITH CONCEALED ARMS.DELTA NO. 501 CHROME FAUCET, SINGLE LEVER, 1/2 GPM FLOW RESTRICTOR, GRID DRAIN ASSEMBLY. TOP OF FRONT RIM MOUNTED 34" FROM FINISHED FLOOR. PROVIDE STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. INSULATE TRAP AND SUPPLIES WITH TRUEBRO NO. 103 LAV GUARD. 1/2" CW, 2" VENT, 2" SAN. DF -1: ELECTRIC WATER COOLER -TWO-LEVEL - ELKAY EZSTL-8-C, WALL MOUNT, FRONT PUSH BARS, STAINLESS STEEL BASINS. 1/5 HP, 8.0 GPH, 410 WATTS,3.7 FLA. MOUNT ONE AT 40-3/4" ORIFICE HEIGHT AND ONE AT 35-3/8" ORIFICE HEIGHT. CONNECT WATER SUPPLY AND WASTE LINES FROM FOUNTAIN UNIT TO COOLER UNIT. PROVIDE FLOOR CARRIERS, STOP, SUPPLY, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. 1/2" CW, 2" VENT, 2" SAN. WCO: WALL CLEAN-OUT ZURN, #Z-1441, SMOOTH STAINLESS STEEL ACCESS COVER, DURA -COATED CAST IRON BODY. MATCH TO PIPE SIZE. US -1 UTILITY SINK: MUSTEE MODEL 18F, 1 PIECE, 18 GALLON CAPACITY, MUSTEE FAUCET MODEL 93.600, 4" CENTER. WH -1 WATER HEATER: A.O. SMITH MODEL ELSF-10, 10 GALLONS, 1500 WATTS, 120V/10. MUM 1. ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE STANDARD PLUMBING CODE. 2. REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED. 3. COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS, STRUCTURE, ELECTRICAL LIGHTING, AND OTHER PIPING IN THE CEILING SPACE. VENT PIPING AND WATER PIPING SHALL BE HELD EITHER ABOVE OR BELOW HVAC DUCTWORK AS COORDINATED WITH THE HVAC CONTRACTOR. 4. ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT. 5. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. 5. THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, UNLESS NOTED OTHERWISE. 7. VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL PLUMBING FIXTURES PRIOR TO ROUGH -IN. FURNISH CUT-OUT TEMPLATES, FOR PLUMBING FIXTURES TO BE INSTALLED IN MILLWORK, TO THE GENERAL CONTRACTOR. 8. MAKE PROPER HOT AND COLD WATER, WASTE AND VENT PIPING CONNECTIONS TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL FITTINGS AND CONNECTIONS ARE NOT SHOWN, 9. VERIFY LOCATION OF EXISTING WATER SERVICE AND THE LOCATION/INVERTS OF SANITARY PIPING PRIOR TO INSTALLATION. 10. CUT AND PATCH CONCRETE AS REQUIRED. 11. ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A MINIMUM OF S-0" BEFORE ROOF PENETRATION. 12. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS, FROM THE NEAREST LAVATORY, AS SHOWN ON THE PLAN AND AS REQUIRED BY LOCAL CODE. PRIMERS SHALL BE LOCATED IN A SERVICABLE LOCATION AND INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 13. IT IS IN THE INTENT OF THESE DRAWINGS TO COVER ALL WORK AND MATERIAL FOR A FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE AND/OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THESE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK, 14. ALL WORK, BOTH MATERIAL AND INSTALLATION, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. CLEANOUT AND ACCESS GRADE COVER. TOP OF COVER LINE TO BE FLUSH WITH TOP OF GRADE I11` CLEANOUT ASSEMBLY SAME SIZE AS SEWER UP TO 8" 6" THICK CONCRETE F LO W !Y Q LONG SWEEP 1/4 SEWER MATERIA( AND SIZE AS SPECIFIED EXTERIORCLEANOUTL T. BEND OR COMBINATION "Y" AND 1/8 BEt1D (USE REDUCING TYPE WHERE REQUIRED) � I � DIRECTION OF FLOW NO SCALE CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/TOP OF FLOOR I �FLOOR LINE I BRASS CLEANOUT PLUG W/COUNTERSUNK HEAD r FINISHED GRADE 1/8" C.I. BEND -16" (SQUARE CONCRETE PAD BALANCE OF PIPING \ TROWEL SMOOTH AND EDGE SAME AS CLEANOUT �\ 1/8" C.I. BEND TO GRADE C.I. WASTE LINE FLOOR CLEANOUT (,FCO LENGTH TO SUIT CLEANOUT NOT TO BE LOCATED IN CARPETED AREA _ WASTE LINE BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUT TO GRADE (COTG) CLEANDUT TAIL WALLCOVER AND SCREW NO SCALE MAY EXTEND AS A WASTE OR VENT \� � WALL T PLUGGED TEE WITH CLEANOUT FLOOR LINE 1/8 BEND �- BALANCE OF PIPII,,IG SAME AS CLEAI,,lOUT TO GRADE ALLCLEANDUT TAIL NO SCALE PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING SAN 3 VENT PIPING V - - COLD WATER PIPING CW - HOT WATER PIPING HW - - GATE VALVE GV PROJECT NO. CLEAN OUT CO AS SHOWN CLEAN OUT TO GRADE COTO Uj WALL CLEAN OUT WCO WCO I FLOOR CLEAN OUT FCO FCO TYPICAL (TYP) NEW CONNECTION TO EXISTING CAP CAP HOSE BIBB HB HB VENT THRU ROOF VTR TEE UP TEE DOWN L^, 90' UP 0- 90' DOWN COLD `NATER 1/2' CEILING {{* CHECK VALVE VACUUM BREAKER: 3o WATTS OR EQUAL GATE VALVE HOT WATER �1/2" I WATER HEATER DIELECTRIC UNIONS I ( I i CEILING SAFETY PAN: 24 \ GAUGE GALVANIZED SHEET METAL, 1-1/2" DEEP, SOLDERED ***USE AMTROL THERMAL EXPANSION LIQUIDTIGHT ABSORBER MODEL No. AST -5. SCALE: N.T.S. FII 3„VTR SIL .' I \ 2„ „ j wC-1 2"�.'� W2CO I L-1 t%> CTG W4" ” 1 1/2" WC -11 1/2"12 WCO US -1 2" WATER HEATER UNDER COUNTER ASME T&P RELIEF VALVE: D'NV COPPER DRAIN FULL SIZE. DRAIN: 1" DYA' COPPER TERWHATE PIPING TO EXTERIOR OF BUILDING - LOCATE WATER HEATER IN FRONT OF DOORS NH C SANITARY' RISER DIAGRAM 1-1/2" CW SEE CIVIL FOR CC VAI VAI C'CINTRAC'TnP TO VITRIFY PLUMBING PLAIN SCALE: 1/4" = 1'-0" ccl- Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® COPYRIGHT All reports, plans, specifications, computer tiles, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of f=ederal copyright laws. REVISION 1 Co 3 4 5 6 7 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 Uj AN CHECKED NA 0 05 Iz E �j CO Uj F_ 0 z L D LLI b U) to z 0 0- 010-0 LLJ ®_ 0 X o o o0 LL U_ o0 LU o co U0 ��� z F �C) 1D_j �5- REVISION 1 2 I 3 4 5 6 7 PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN AN CHECKED NA SHEET -' LIGHTING PLAN �. 1 .POWER PLAN ��✓ A = _ r SCALE: 1 /8 1 0 �i ' SCALE: 1/8" = 1'-0" EMSTING CONDITION NOTES THESE DRAWINGS ARE BASED ON EXISTING SHELL DOCUMENTS FOR THE BUILDING AND NOT AN ACTUAL FIELD SURVEY. THEREFORE, IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO SERVICE LOCATION SERVICE LAYOUTS, TELEPHONE SERVICE LOCATION, AND FIRE ALARM PANEL SHOWN TO BE PROVIDED UNDER THE SHELL AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO BID. FAILURE TO DO SO MAY CONSTITUTE THAT THE CONTRACTOR PROVIDE ANY AND ALL ADDITIONAL EQUIPMENT, LABOR, ETC... TO MEET THE INTENDED DESIGN PARAMETERS. GENERAL NOTES ALL EXISTING EQUIPMENT NOT REUSED ON THIS PROJECT SHALL BE TURNED OVER TO THE OWNER. IN THE DEMOLITION PHASE OF THIS PROJECT, COORDINATE WITH THE EXISTING FACILITY SYSTEMS THAT MUST BE IN AN "ON" POSITION TO AVOID INTERFERENCE WITH THE DAILY WORK OF THE TENANT. THE EXISTING PANELS SHALL BE REPLACED AND RENAMED PER DRAWING. ALL EXISTING WIRING SHALL BE RUN NEW PER DRAWINGS. ALL EXISTING EQUIPMENT THAT IS REUSED SHALL BE CLEANED AND REFITTED FOR USE AGAIN. CONTRACTOR SHALL REMOVE ALL INTERIOR RECEPTACLES AND PROVIDE NEW ACCORDING TO NEW LAYOUT. CONTRACTOR SHALL PROVIDE ALL TELEPHONE JACKS, CABLE, CONDUIT, BOXES, ETC... . COORDINATED ALL LOCATIONS WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. PROVIDE ELECTRICAL CONDUIT AND TELEPHONE LINE AT AREA INDICATED ON DRAWINGS FOR CASH WRAP. EXIT SIGN AT WORKROOM DOOR AND STOREFRONT TO HAVE WHITE HOUSING. ALL EXIT SIGNS TO BE CEILLING MOUNTED. EMERGENCY LIGHTING TO BE WALL MOUNTED ABOVE 10'-0" A.F.F. PROVIDE FOUR JUNCTION BOXES WIRED TO 24-HOUR TIME CLOCK WITH CARRY OVER FOR STOREFRONT SIGN, STOREFRONT TRACK LIGHTING AND UNDERCANOPY SIGN. WIRING DEVICE COLOR SHALL BE WHITE AND BE SPECIFICATION GRADE BY HUBBELL, LEVITON OR PASS AND SEYMOUR. MOUNTING HEIGHTS AT 18" A.F.F. U.O.N. POWER PLAN NOTES: (DPROVIDE JUNCTION BOX FOR COMMERCIAL CORD REEL FOR CASHWRAP. COMMERCIAL TYPE 16/3 SJT WITH 15A 125V STRAIGHT BLADE CONNECTOR, HBLC25163C 2O BELL CHIME TO BE MOUNTED ABOVE WALL OVER CASHWRAP. O3 WALL MOUNTED HELP BELL CHIME WITH BUZZER AT CASHWRAP. ® WALL MOUNTED BELL CHIME FOR REAR DOOR BELL. ODOOR BELL AT 4'-0" A.F.F. WITH BELL CHIME LOCATED AT SALES DESK. O JUNCTION BOX FOR FUTURE TV MONITOR MOUNTED TO BOTTOM OF STRUCTURE 10'-0" IN FROM ENTRY DOOR. DEXISTING JUNCTION BOX FOR TENANT SIGN. U LIGHTING FI TYPE MANUFACTURER W A CORELITE SB—PB-4T8-1—C-120—A—C—ADJ—AC/ B -' LIGHTING PLAN �. 1 .POWER PLAN ��✓ A = _ r SCALE: 1 /8 1 0 �i ' SCALE: 1/8" = 1'-0" EMSTING CONDITION NOTES THESE DRAWINGS ARE BASED ON EXISTING SHELL DOCUMENTS FOR THE BUILDING AND NOT AN ACTUAL FIELD SURVEY. THEREFORE, IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO SERVICE LOCATION SERVICE LAYOUTS, TELEPHONE SERVICE LOCATION, AND FIRE ALARM PANEL SHOWN TO BE PROVIDED UNDER THE SHELL AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO BID. FAILURE TO DO SO MAY CONSTITUTE THAT THE CONTRACTOR PROVIDE ANY AND ALL ADDITIONAL EQUIPMENT, LABOR, ETC... TO MEET THE INTENDED DESIGN PARAMETERS. GENERAL NOTES ALL EXISTING EQUIPMENT NOT REUSED ON THIS PROJECT SHALL BE TURNED OVER TO THE OWNER. IN THE DEMOLITION PHASE OF THIS PROJECT, COORDINATE WITH THE EXISTING FACILITY SYSTEMS THAT MUST BE IN AN "ON" POSITION TO AVOID INTERFERENCE WITH THE DAILY WORK OF THE TENANT. THE EXISTING PANELS SHALL BE REPLACED AND RENAMED PER DRAWING. ALL EXISTING WIRING SHALL BE RUN NEW PER DRAWINGS. ALL EXISTING EQUIPMENT THAT IS REUSED SHALL BE CLEANED AND REFITTED FOR USE AGAIN. CONTRACTOR SHALL REMOVE ALL INTERIOR RECEPTACLES AND PROVIDE NEW ACCORDING TO NEW LAYOUT. CONTRACTOR SHALL PROVIDE ALL TELEPHONE JACKS, CABLE, CONDUIT, BOXES, ETC... . COORDINATED ALL LOCATIONS WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. PROVIDE ELECTRICAL CONDUIT AND TELEPHONE LINE AT AREA INDICATED ON DRAWINGS FOR CASH WRAP. EXIT SIGN AT WORKROOM DOOR AND STOREFRONT TO HAVE WHITE HOUSING. ALL EXIT SIGNS TO BE CEILLING MOUNTED. EMERGENCY LIGHTING TO BE WALL MOUNTED ABOVE 10'-0" A.F.F. PROVIDE FOUR JUNCTION BOXES WIRED TO 24-HOUR TIME CLOCK WITH CARRY OVER FOR STOREFRONT SIGN, STOREFRONT TRACK LIGHTING AND UNDERCANOPY SIGN. WIRING DEVICE COLOR SHALL BE WHITE AND BE SPECIFICATION GRADE BY HUBBELL, LEVITON OR PASS AND SEYMOUR. MOUNTING HEIGHTS AT 18" A.F.F. U.O.N. POWER PLAN NOTES: (DPROVIDE JUNCTION BOX FOR COMMERCIAL CORD REEL FOR CASHWRAP. COMMERCIAL TYPE 16/3 SJT WITH 15A 125V STRAIGHT BLADE CONNECTOR, HBLC25163C 2O BELL CHIME TO BE MOUNTED ABOVE WALL OVER CASHWRAP. O3 WALL MOUNTED HELP BELL CHIME WITH BUZZER AT CASHWRAP. ® WALL MOUNTED BELL CHIME FOR REAR DOOR BELL. ODOOR BELL AT 4'-0" A.F.F. WITH BELL CHIME LOCATED AT SALES DESK. O JUNCTION BOX FOR FUTURE TV MONITOR MOUNTED TO BOTTOM OF STRUCTURE 10'-0" IN FROM ENTRY DOOR. DEXISTING JUNCTION BOX FOR TENANT SIGN. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com m COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson sholl retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. Z O O 0— ry 0 ti O Q CO U0�CY) Q Q Q 0 IjU)LL ry � Uj QwQ W z dry - Z — 00 Q W �U-)2 U r L0 Z � Q 04 L.L CY O�Ll.1 Q � O �O0 �wzO - 0 ZJLL Q W SOD z Q �.LL w I-- 0')Z _ LLIU O O a 0 CY) U) J Nawwaf A. Alima3 ti REVISION 1 , 2 , 3 , 4 , 5 , 6 7 , PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN CHECKED NA LIGHTING FI TYPE MANUFACTURER CATALOG NO. A CORELITE SB—PB-4T8-1—C-120—A—C—ADJ—AC/ B PORTFOLIO MD7-731 E-7700—H—WB C HALO L2738 GIMBALL D METALUX RWW—TI—BX50—M1-120—EB8 E METALUX 8TSTN-232-120—EB81 F METALUX SN-132-120—EB81 G BROAN S150L EM SURE—LITES CC-4—WHSD X SURE—LITES LPX-60—RWH ALTERNATE FIXTURES SHALL BE BY "USI INDUSTRY", "T "COOPER INDUSTRY". ALL FIXTURE SUBSTITUTIONS MUST GENERAL NOTES: 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING LAMPS AND BALLASTS. 2. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL FIXTURES. 3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCED FIXTURES. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com m COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson sholl retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. Z O O 0— ry 0 ti O Q CO U0�CY) Q Q Q 0 IjU)LL ry � Uj QwQ W z dry - Z — 00 Q W �U-)2 U r L0 Z � Q 04 L.L CY O�Ll.1 Q � O �O0 �wzO - 0 ZJLL Q W SOD z Q �.LL w I-- 0')Z _ LLIU O O a 0 CY) U) J Nawwaf A. Alima3 ti REVISION 1 , 2 , 3 , 4 , 5 , 6 7 , PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DRAWN CHECKED NA E; EXISTING 4#3/0, & 1#6 E.G. IN 2 1/ 11cull MAIN E RKR. -- (SURFACE MOUNT ED) PANELSCHEDULE 120/208 V., 30,4W SQUARE -D QO 10,000 A.E.C. (IE EGRA i EES) MAIN LUG 200A BKR NO TRIP AMP BKR POLE tnllRE CONES. SERVES LOAD V.A. BKR NO TRIP AMP BKR POLE WIRE COND. SERVES A I B C 1 20 1 2#12-1#12G 1/2" LIGHTING 10561030 1056 2 20 1 2#12-1912G 1/2" RECEPTACLES 360 < 188 3 20 1 2#12-14-412G 1/2" LIGHTING 4 20 1 2#12-1912G 112" RECEPTACLES 750 5 20 1 2#12-11 #12G 112" LIGHTING 6 20 1 2#12-1#12G 1/2" SHOW WINDOW RECEPTACLES 200 750 7 202 1 2#12--1912G 1/2" LIGHTING 20 1 2#12-1912G 112" SHOW WINDOW RECEPTACLES 1250 9< 20 2 2#i2 -1#12G1/2" CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO FUTURE EVtJH 10 20 1 2#12-1912G 112" RECEPTACL ES 900 1030 11 12 20 1 2#12-1#12G 11,2" TENANT SIGN VIA TIME CLOCK 1200 > 850 13 20 1 2#12-1#12G 1/2" LIGHTING 14 20 1 2912-1912G II&I ( J -BOX FOR FUTURE TV < 200 15 20 1 2#12-1#12G 112" LIGHTING 16 20 1 2#12-1912G 1/2" F -BOX_ FOR CORD REEL 180 3 720 17 20 1 2#12-1912G 1/2" LIGHTING 18 20 1 2#12-1912G 1/2" RECEPTACLES 800 19 20 1 2#12-1#12G 1/2" LIGHTING 20 20 1 2912-1#12G 112" ROOF RECEPTACLES 340 21 20 1 2#12-1912G 1/2" BR FANILIGHT 22 20 1 2912-1912G 112" RECEPTACLES I 450 23 - 1 - - SPACE 24 20 I 1 2#12-1912G 112" RECEPTACLES 180 25 20 1 2#12-1#12G 14' NL/EM/EXIT 26 20 1 2#12-1#12G 1/2" RECEPTACLES 180 27 20 1 2#12-1#12G 112" LIGHTING 28 - 1 - - SPACE ISOLATED GROUND PC PULL CHAIN 29 - 1 - G- SPACE 30 - 1 - - SPACE 31 - 1 - - SPACE 32 - ! I 1 - - SPACE 7350 33 - 1 - - SPACE 34 - 1 - E - j III SPACE < 7350 35 - 1 - FIRE ALARM CONTROL PANEL VTC VIA TIME CLOCK SPAC;= > 36 _ 1 - - SPACE > 7350 37 70 I 3 I 3#6-14-&G I5266 1 1/4" EXISTING RTU -2 (A) (6 TONS) ?$ 60 3 3#6-142G 1 114" EXISTING RTU -2 (B) 6TONS ( } 39 40 5266 41 42 5266 (CONN. V.A. PER PHASE 1 TOTAL AMPS PER PHASE 19400 18932 17752 TOTAL CONNECTED LOAD: 56.1 KVA (155.7 AMPS) 161.7 157.8 147.8Ll N OTES: OCOORDINATE WITH MECHANICAL CONTRACTOR TO REPLACE EXISTING 15.8KW HEATING ELEMENT TO A 10.KW HEATING ELEMENT. LOCK -ON BREAKER OVIA LIGHTING CONTACTOR -ONDUIT TO TAIL SPACE, 90 DEGREE ER RUN. WIRE TO PROPERTY LINE FOR =RUN APPROX. 20 FT. OF 6 AWG INSULATED TELEPHONE SERVICE. COORDINATE GROUND VIVRE FROM TELCO PROTECTOR TO WITH LOCAL TELEPHONE CO. FOR POWER GROUND ROD, TELCO INSTALLER TO EXACT ROUTING AND POINT OF VERIFY CONTINUITY FROM PROTECTOR TO TERMINATION PRIOR TO ROUGH -IN. SOURCE, TYPICAL TELEPHONE TM"NAL GAUNT DETAIL N. T. S. NEUTRAL BUS EUTRAL- BUS ■ :D SERVICE EQUIPMENT ,.URE, #LG40VO2 PO WTV ER RISER DIAGRAM EQUIPMENT GROUNDING BUS BUILDING STEEL FULL SIZED GROUNDING FULL ELECTRODE CONDUCTOR SIZE (PER NEC TABLE 250-66) No. 4 COPPER MINIMUM /-UNDERGROUND WATER PIPE 3/4" x 20' COPPER CLAD GROUND RODS. CONCRETE -ENCASED ELECTRODE GROUND RING -No. 6 COPPER MINIMUM NOT LARGER THAN CONDUCTOR USED FOR GROUND RING GROUNDING ELECTRODE CONDUCTOR DETAIL N.T.S. (ARTICLE -250, NEC 1999) NOTES: 1. FULL SIZE GROUND MEANS THAT GROUND CONDUCTOR SIZE SHALL BE AS SHOWN ON SERVICE EQUIPMENT ON THE POWER RISER DIAGRAM. 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 5 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. 4. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 WITCH DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR. ELECTRICAL SPECIFICATIONS 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, THE LATEST EDITION OF N.F.P.A., AND THE LATEST EDITIONS OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAONGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WI1 NOT BE ALLOWED. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPL=,ED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER/ARCWFECT MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WWLTH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURAT'19N OF THE WORK. 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. 9. ELECTRICAL INSTALLATION TO MEET AN STANDARD REQUIREMENTS OF LOCAL POWER AND TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 10. ALL WIRING SHALL BE IN CONDUIT UtLIESS OTHERWISE NOTED, MINIMUM WARE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 11. ALL UNDERGROUND RACEWAYS SHALL. BE MINIMUM 3/4", GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER. RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 12. OUTLET BOXES SHALL BE PRESSED `S:TEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE, 13. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTRACTORS AND STARTERS. 13.1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR UTTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RKI, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L 14, ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCAIITECT%OWNER. A. SWATCHES: EFATON #CSB1-201 B. RECEPTACLES: LEVITON #BR20-1 C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 15. IT IS NOT THE INTENT OF THESE PLATS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER. 16. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE AMOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE GROUND CONDUCTOR. SMALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHAL BE SaD IN ACCORDANCE WITH TABLE 250-95 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. 17. LOAD DATA IS BASED ON INFORMATLON GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 18. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 19. FURNISH AND INSTAL DISCONNECT 5iWITCHES, MIRING, AND CONNECTIONS ON AIR CONDITIONING SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALE VERIFY AND COORDINATE Willi MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. 20. NOT USED 21. Al S`/TITCH GEAR, PANELS, STARTERS, CONTRACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGR IS BASED ON SQUARE "D'; HOWEVER, COMPARABLE EQUIPMENT BY G.E. & SIEMENS ONLY WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 21.1. TYPEWIRITTEN CIRCUIT INDEX SHALT BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED 'NIL NOT BE ACCEPTED. 21.2. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON AL PANELS AND SWITCHGEAR. PLATES SHALE BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 22. Al UNDERGROUND PVC CONDUIT RUINS SHALE HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WWiERE SUBJECT TO POSSIBLE DAMAGE. WMERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST -RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHAL BE COATED WITH ZINC CHROMATE. 23. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION- AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S SCHEDULE. 24. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALE BE NO TYPE 'NM', 'MC', ELECTRICAL NON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHAH BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL NO CONDUITS SHAH BE INSTALLED, EXPOSED ON ROOF. 24.1. CONDUCTORS SHALL BE COLOR CODED AS FOIIQWIS: 208V SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE NEUTRAL - W'HITEE ABC, TOP TO BOTTOM PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT PHASE B - RED PHASE B - ORANGE TO SACK PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON - GREEN 25. CONTRACTOR SHALL BE RESPONSIBLE= FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WAIS, CEILINGS, SLABETC, PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY STANDARDS. 26. CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR LIGHT FIXTURES, SWITCH GEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY, ETC.) PROVIDE TWO (2) COPIES, TEP! (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL W LL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN-, HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPRDVED FOR FINAL SUBMITTAL IF ELECTRICAL CONTRACTOR/ GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITD- . SHOP DRAWINGS WILL ONLY BE REVIE WW ED TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. 27. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND, WtIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT. 28. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY, BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE THE WORK INDICATED BY THE REVISED DRAWINGS OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINE IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN AN ADDITION OR DEDUCTION OF A. SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITfl THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER OF THE COST OF THE REVISED WORK. 29. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS,, @T IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CQIANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT/OWNER WILL NOT BE COMPENSATED. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. ELLC TM CAL LEG E N rD MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED. HANDICAPPED ACCESSIBILITY STAI',IDARDS - THEY SHALL REVIEW POWER &. LIGHTING PLANS AND DETAILS NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION. FOR ITEMS WHICH APPLY TO THIS PROJECT. �A FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE 0 a SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) 01-00 JUNCTION BOX FOR PADDLE FAN, FLUSH MOUNTED, CAPABLE OF Awa FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE FIXTURE SUPPORTING 100 LB. LOAD LLJ SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) �® `EI DISCONNECT SWITCH OB INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE SEE LIGHT 100/3/60 DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" INDICATES UJ FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. TION -FUSED; "DE" INDICATES DUAL ELEMENT FUSES. FO C WALL. BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE LLI U SEE LIGHT FIXTURE SCHEDULE TO CONFIRMTYPE AND MOUNTING. EF MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT NL LIGHT FIXTURE ON EMERGEr1CY CIRCUIT/NIGHT LIGHT (NL) (HORSEPOWER OR EQUIPMENT INDICATED) LIGHT FIXTURE SHALL BE COrINECTED AHEAD OF LOCAL SWITCHES. THERMOSTAT. PROVIDE SINGLE GANG BOX '111TH 1/2" C. STUBBED x EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE 0 INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. MECHANICAL DRAWINGS PRIOR TO ROUGH -Irl) BATTER`( POWERED EMERGENCY LIGHT TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/1" CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO TRACK LIGHTING AND TRACK. FOR INFORMATION ON TRACK CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. co z WALL WASHER FIXTURE. (SHADE AREA INDICATES DIRECTION) 00 COMPUTER OUTLET. MOUNT BOX @� 18" A.F.F. U.O.N. SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. X F- ® a SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS CONTROLLED. LETTER NOT SHOWN IF S O CEILING SPEAKERS MTD. AND WIRED PER AEI MUSIC NETWORK, < SELF EVIDENT. MOUNT _j INC. (800-274-9298) 48" A.F.F. U.O.N. 0 $F SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48" A.F.F. U.O.N. O CEILING MTD. SENSOR DEVICE $3 3 -WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT POINTS. 1 ©TWO TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED GROUND ® FIRE ALARM PULL STATION: EDWARDS #SIGA-270 Co AND ONE COMPUTER OUTLET. Iw LJJ WIREMOLD-WALKER INFLOOR SYSTEMS. RC1 FLUSH QUAD POKE HORN/STROBE: EDWARDS #692-8A-HSW THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION LOCATIONS AA0 WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX. O SMOKE DETECTOR: EDWARDS #ISIGA-PS QUADPLEX FLOOR RECEPTACLE OUTLET. ® HEAT DETECTOR: EDWARDS #SIGA-HRS QUADPLEX RECEPTACLE OUTLET. QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N. FACP PANEL: SIEMEN CYRBURUS MODEL #PXL O DUPLEX FLOOR RECEPTACLE OUTLET. DUPLEX RECEPTACLE, MOUNT 18" A.F.F. U.C.N. EF BATH ROOM FAN LIGHT (BROAN S150L) DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.Q.N. GFI GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT ABOVE COUNTER HEIGHT U.O.N. G' DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI MOUNTED ABOVE COUNTER HEIGHT. U.O.N. ABBREVIATIONS DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI EG EQUIPMENT GROUND NL NIGHT LIGHT MOUNT AT 18" A.F.F. U.O.N. DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT W"IINDO'NS IG ISOLATED GROUND PC PULL CHAIN WP WEATHERPROOF C/T CURRENT TRANSFORMER G- SINGLE RECEPTACLE, MOUNTED AT HEIGHT NOTED ON PLANS EC EMPTY CONDUIT EX EXISTING DEVICE TO REMAIN SPECIAL PURPOSE RECEPTACLE OUTLET EWH ELECTRIC WATER HEATER AFF ABOVE FINISH FLOOR JO JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) EWC ELECTRIC WATER COOLER AFG ABOVE FINISH GRADE EM LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET. E/F-EF EXHAUST FAN U.O.N. UNLESS OTHERWISE NOTED MSB/MDP MAIN SWITCHBOARD OR MAIN DISTRIBUTION PANEL A/H-AHU AIR HANDLING UNIT N.T.S. NOT TO SCALE CONDUIT CONCEALED IN 'NAL L, BELOW SLAB, OR ABOVE CEILING. ACC -CU CONDENSING UNIT NIC NOT IN CONTRACT RTU ROOF TOP UNIT TYP. TYPICAL CONDUIT EXPOSED ON WALT OR CEILING. FACP FIRE ALARM CONTROL PANEL VTC VIA TIME CLOCK FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH LB LOCK BREAKER A-1,3 CONDUIT RUN CONCEALED IN WAi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tLIESS OTHERWISE NOTED, MINIMUM WARE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 11. ALL UNDERGROUND RACEWAYS SHALL. BE MINIMUM 3/4", GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER. RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 12. OUTLET BOXES SHALL BE PRESSED `S:TEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE, 13. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTRACTORS AND STARTERS. 13.1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR UTTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RKI, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L 14, ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCAIITECT%OWNER. A. SWATCHES: EFATON #CSB1-201 B. RECEPTACLES: LEVITON #BR20-1 C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 15. IT IS NOT THE INTENT OF THESE PLATS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER. 16. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE AMOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE GROUND CONDUCTOR. SMALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHAL BE SaD IN ACCORDANCE WITH TABLE 250-95 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. 17. LOAD DATA IS BASED ON INFORMATLON GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 18. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 19. FURNISH AND INSTAL DISCONNECT 5iWITCHES, MIRING, AND CONNECTIONS ON AIR CONDITIONING SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALE VERIFY AND COORDINATE Willi MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. 20. NOT USED 21. Al S`/TITCH GEAR, PANELS, STARTERS, CONTRACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGR IS BASED ON SQUARE "D'; HOWEVER, COMPARABLE EQUIPMENT BY G.E. & SIEMENS ONLY WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 21.1. TYPEWIRITTEN CIRCUIT INDEX SHALT BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED 'NIL NOT BE ACCEPTED. 21.2. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON AL PANELS AND SWITCHGEAR. PLATES SHALE BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 22. Al UNDERGROUND PVC CONDUIT RUINS SHALE HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WWiERE SUBJECT TO POSSIBLE DAMAGE. WMERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST -RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHAL BE COATED WITH ZINC CHROMATE. 23. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION- AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S SCHEDULE. 24. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALE BE NO TYPE 'NM', 'MC', ELECTRICAL NON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHAH BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL NO CONDUITS SHAH BE INSTALLED, EXPOSED ON ROOF. 24.1. CONDUCTORS SHALL BE COLOR CODED AS FOIIQWIS: 208V SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE NEUTRAL - W'HITEE ABC, TOP TO BOTTOM PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT PHASE B - RED PHASE B - ORANGE TO SACK PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON - GREEN 25. CONTRACTOR SHALL BE RESPONSIBLE= FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WAIS, CEILINGS, SLABETC, PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY STANDARDS. 26. CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR LIGHT FIXTURES, SWITCH GEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY, ETC.) PROVIDE TWO (2) COPIES, TEP! (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL W LL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN-, HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPRDVED FOR FINAL SUBMITTAL IF ELECTRICAL CONTRACTOR/ GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITD- . SHOP DRAWINGS WILL ONLY BE REVIE WW ED TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. 27. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND, WtIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT. 28. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY, BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE THE WORK INDICATED BY THE REVISED DRAWINGS OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINE IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN AN ADDITION OR DEDUCTION OF A. SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITfl THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER OF THE COST OF THE REVISED WORK. 29. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS,, @T IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CQIANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT/OWNER WILL NOT BE COMPENSATED. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ® COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. NaNvwaf X. Abma`U 11 Akk\� REVISION 1 1 2 3 I 4 5 6 7 I PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DP.RNN CHECKED NA SHEET E-1 02 0 0� Lij U) 0 01-00 0 t� LLJ �® LIJ J) E.L. O U) U� UJ 0- 00 LLI U NaNvwaf X. Abma`U 11 Akk\� REVISION 1 1 2 3 I 4 5 6 7 I PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DP.RNN CHECKED NA SHEET E-1 02 0� Lij U) 01-00 LLJ O 0- z �-- L0 C ®< co z 00 C X F- ® _j LLJ >j ® < Lam, _j 0:00® 0 z U 1 EL LU u� t ' r err w 0 Co U) Iw LJJ NaNvwaf X. Abma`U 11 Akk\� REVISION 1 1 2 3 I 4 5 6 7 I PROJECT NO. 200113 SCALE AS SHOWN DATE 10-18-02 DP.RNN CHECKED NA SHEET E-1 02