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3609 Orlando Dr - BC01-000817 (ROSS) (TENANT BUILDOUT) (A)PERMIT ADDRESS &00cl 2l c n d J I✓ e, CONTRACTOR 'lZ-'TI Y 1 A i k&LA6�' ADDRESS PHONE NUMBER PROPERTY OWNER Corp ADDRESS 310.5 Or I n d . ,5&r�Fd , FL 3z-7-73 PHONE NUMBER L 0-1- �)O;"4L4 D C -i) ELECTRICAL CONTRACTOR PCLO/hk/r--" MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Gtr MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER Wiv, Cn SUBDIVISION ` pm 1,0 c� �e CPJ� � PERMIT # n 1 -Ll DATE I.. /0- 0 PERMIT DESCRIPTION rnf Ref Y)odel tvn' PERMIT VALUATION I ;�6. ®D Q If SQUARE FOOTAGE 101, I Gg .aK Los - r � - Lbd; d; _ U1 d AuLll ftp re, C- C) U I d H m UNDLON00 KIMCO REALTY 5684 WEST SAMPLE ROAD MARGATE, FL 33073 (954) 977-7340 FAX (954) 977-8780 CONTACT: MARK TROMMSDORFF CUHACI & PETERSON, ARCHITECTS 1220 ALDEN ROAD ORLANDO, FL 32803 (407) 228-4220 FAX (407) 228-4219 Ehgineerin'g Professionals, ENGINEERING PROFESSIONALS 1720 W. CLEVELAND STREET TAMPA, FL 33606 (813) 251-6848 FAX (813) 251-1468 CONTACT: TERRY THOMPSON 1MR&IMU11 06-21cE-EiSS UMS ROSS - DRESS FOR LESS STORE PLANNING 8333 CENTRAL AVENUE NEWARK, CA 94560 (510) 505-4400 � CONTACT: JOHN QUENSE BOWEN ENGINEERING CORPORATION 1528 VASSAR STREET ORLANDO, FL 32804 (407) 423-7585 FAX (407) 423-4872 CONTACT: FRED BOWEN 1111111 N1 IN 01 Harold Hart & Associates, Inc. CONSULTING ENGINEERS HAROLD HART & ASSOCIATES, INC. 4201 GRAY STREET TAMPA, FL 33609 (813) 287-2719 FAX (813) 287-5704 CONTACT: HAROLD HART sEnk, 111111% i 0ff ANFkjRU, = ` tlluA VO 1 CONSTRUCTION DOCUMENT INDEX SHEEP N0. DESCRIPTION OWNER REVIEW SET REVISION A REVISION 2Q REVISION Q3 REVISION Q ARCHITECTURAL. DRAWINGS - CV -1 COVER SHEET 09-29-00 11-21-00 CV -2 DATA &CODE INFORMATION 09-29-00 SP -1 ARCHITECTURAL SITE PLAN 09-29-00 D-1 DEMOLITION PLAN 09-29-00 A-1 FLOOR PLAN 09-29-00 11-21-00 A-2 REFLECTED CEILING PLAN 09-29-00 11-21-00 A-3 ROOF PLAN. 09-29-00 11-21-00 A-4 INTERIOR ELEVATIONS 09-29-00 A-5 WALL SECTIONS & UL DETAILS 09-29-00 A—f ENLARGE TOILET PLAN &ELEVATIONS 09-29-00 .MECHANICAL DRAWINGS M-1 MECHANICAL FLOOR PLAN 09-29-00 &DIAGRAMS 09-29-00 M-2 MECHANICAL NOTES, DETAILS &SPECIFICATIONS 09-29-00 F-1 FIRE PROTECTION FLOOR PLAN 09-29-00 PLUMBING DRAWINGS ELECTRICAL DRAWINGS P-1 PLUMBING FLOOR PLAN, NOTES, LEGENDS, SCHEDULES, DETAILS E-1 LIGHTING &POWER PLAN 09-29-00 E-2 ELECTRICAL DETAILS 09-29-00 E-2 ELECTRICAL DETAILS 09-29-00 VO 1 &DIAGRAMS 09-29-00 F-1 FIRE PROTECTION FLOOR PLAN 09-29-00 ELECTRICAL DRAWINGS E-1 LIGHTING &POWER PLAN 09-29-00 E-2 ELECTRICAL DETAILS 09-29-00 E-2 ELECTRICAL DETAILS 09-29-00 ed rights, including the copyright thereto. Any use or reproduction of this document without written permission from James E. Downs Jr. is o violation of Federal copyright laws. �I l��119t fl q I 171 -e,, - COPYRIGHT All reports, plans, specifications, computer files, field data notes and other documents and instruments prepared by James E. Downs Jr. shall retain all common law, statutory and other reserv �C DOOR NUMBER 23 STOREFRONT OR WINDOW NUMBER 23 WALL TYPE NUMBER REVISION NUMBER X COLUMN NUMBER 1 ELEVATION NUMBER —1 DRAWING NUMBER SECTION NUMBER 1 A—g DRAWING NUMBER 1 1 I I ENLARGE PLAN NUMBER DRAWING NUMBER FUTURE TENANT (PHASE - 1) (RETAIL INTERIOR) SEMINOLE CENTRE AMERICANA BLVD. SANFORD, FLORIDA CITY OF SANFORD CITY DEPARTMENT 1101 EAST FIRST STREET SANFORD, FLORIDA 32771-1468 (407) 330-56-58 ADOPTED ENFORCED CODES: 1997 Standard Building Code (SBCCI) 1994 Standard Plumbing Code (SBCCI) 1997 Life Safety Code NFPA-101 1997 Florida Accessibility Code for Building Construction 1994 Fire Protection Code 1997 Energy BUILDING DATA: BUILDING GROSS FLOOR AREA 10,197 SQUARE FEET TOTAL GROSS AREA 10,197 SQUARE FEET BUILDING CLASSIFICATION: OCCUPANCY : M (RETAIL), ONE STORY 23'-6" MAX HT. CONSTRUCTION TYPE : IV, UNPROTECTED, SPRINKLED REQUIRED FIRE PROTECTION FIRE WALL : 1 HOUR, SYSTEM No. WW -S-1001 ROOF/CEILING CONSTRUCTION : NONCOMBUSTIBLE COLUMNS : NONCOMBUSTIBLE EXTERIOR BEARING WALL : NONCOMBUSTIBLE TENANT SEPERATION WALL 1 HOUR, UL DESIGN No. 0465 CODE EGMUREWS"' DATA EXIT REQUIREMENT DATA: ROSS (RETAIL INTERIOR) TOTAL GROSS FLOOR AREA 10,197 SQ. FT. SALES AREA (1 PERSON / 30 SQUARE FEET) 340 PEOPLE TOTAL OCCUPANT LOAD 340 PEOPLE EXIT WIDTH REQUIRED, SBCC (SBC) 1994 EDITION TOTAL EXIT WIDTH REQUIRED 68 INCHES (TOTAL OCCUPANT LOAD X 0.2 INCHES/PERSON) EXIT NDTH PROVIDED: TOTAL EXIT WIDTH PROVIDED FUTURE TENANT (PHASE - 1) (RETAIL - TENANT INTERIOR) 108 INCHES - 2 EXITS PROVIDED PLUMBING DATA: ROSS (RETAIL - TENANT INTERIOR) HABITABLE SQ. FT.: 10,197 SQ. FT. PER 405 SBCCI (SPC). 1994 EDITION 10,197 S.F. HABITABLE AREA \ 200 SQ. FT. PER PERSON = 51 PEOPLE MINIMUM # OF PLUMBING FIXTURES REQUIRED WC.'S LAY'S URN'S D. F. MALE 1 1 0 0 FEMALE 2 2 0 0 MISC. O 0 0 1 MINIMUM # OF PLUMBING FIXTURES PROVIDED WC.'S LAY'S URN'S D. F. MALE 1 1 1 0 FEMALE 2 2 0 0 MISC. 0 0 0 1 1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE SANFORD COUNTY BUILDING DEPARTMENT. 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 SUB—CONTRACTOR TO BE LICENSED AND SHALL FILE SEPARATE APPLICATIONS FOR PERMIT, INSPECTION, AND APPROVAL FOR THEIR WORK. 7. EACH PRIME 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. DO NOT SCALE DRAWINGS. 9. EACH PRIME 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 YOUR WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED AS A RESULT OF FAILURE TO DO SO AND IF THE INFORMATION IS CONTAINED WITHIN THE CONTRACT DOCUMENTS. IT IS RECOMENDEDED THAT YOUR BID NOT BE BASED ON PARTIAL OR UNCOMPLETE INFORMATION. IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS, SPECIFICATIONS AND ADDENDA'S ISSUED AT TIME OF THE BIDDING PROCESS. 11. -1 x- 20TECa 00 rCONTRACTOR SHALL FURNISH AND INSTALL FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AT ALL RETAIL SPACES. 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'S 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 OT H.V.A.C. WORK, BY CONTRACTOR. 12. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE, 13. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 14. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SERVICES 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 TIME. 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 dots, notes and other documents are instruments of service prepared by Cuhocl & 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 UST ()F AR0ft0CVK" NS 110 AFF ABOVE FINISH FLOOR (SLAB) MANUF MANUFACTURE/MANUFACTURER AFG ABOVE FIN GRADE MATL MATERIAL AB ANCHOR BOLTS CL MAX MAXIMUM ALT ALTERNATE/ALTERNATIVE MECH MECHANICAL APP APPROVED/APPROVAL MEZZ MEZZANINNE ARCH ARCHITECTURE/ARCHITECTURAL MIN MINIMUM Lu Q _j LL MISC MISCELLANEOUS BP BASE PLATE/BEARING PLATE MO MASONRY OPENING BRG BEARING QLU MR MOISTURE RESISTANT BM BEAM MTL METAL BLK BLOCK B/ BOTTOM OF NIC NOT IN CONTRACT BLDG BUILDING NOM NOMINAL LL W W< C� NTS NOT TO SCALE CW COLD WATER LINE CL CENTERLINE LLJ 0/ OVER CLR CLEAR/CLEARANCE z Ud OC ON CENTER COL COLUMN LU OPNG OPENING CONC CONCRETE i0 OPP OPPOSITE CU CONDENSING UNIT CMU CONCRETE MASONRY UNIT PL PLATE CONT CONTINUOUS PLBG PLUMBING CONST CONSTRUCTION PLYWD PLYWOOD CSJ CONSTRUCTION JOINT PC PRECAST CONCRETE CJ CONTRACTION JOINT / CONTROL JOINT PRE—ENG PRE—ENGINEERED C/W COMPLETE WITH PREFAB PREFABRICATED PT PRESSURE TREATED DET DETAIL DEPT DEPARTMENT DIAM DIAMETER DIM DIMENSION RD ROOF DRAIN DIST DISTANCE RET RETAINING DN DOWN REF REFERENCE DRN DRAIN REV REVISE REVISION REVISE/ DWG DRAWING REINF REINFORCING/REINFORCED READ REQUIRED EA EACH RTU ROOF TOP UNIT (HVAC) EQ EQUAL EIFS EXTERIOR INSULATED FINISHING SYSTEM SAN SANITARY SEWER LINE EL ELEVATION SCHED SCHEDULE ELEC ELECTRIC/ELECTRICAL SIM SIMILAR ENG ENGINEER SPECS SPECIFICATIONS EQIV EQUIVALENT SQ SQUARE EXIST EXISTING S S STAINLESS STEEL EXT EXTERIOR STD STANDARD EXP JT EXPANSION JOINT STL STEEL STRUC STRUCTURAL FD FLOOR DRAIN STRM STORM DRAIN LINE FF FINISHED FLOOR FIX FIXTURE TS TUBE STEEL FLR FLOOR THK THICK FTG FOOTING T&B TOP AND BOTTOM FR FIRE RETARDANT T&G TONGUE AND GROOVE TOC TOP OF CONCRETE GA GAGE/GAUGE TOS TOP OF STEEL GC GENERAL CONTRACTOR TYP TYPICAL GALV GALVANIZED GYP GYPSUM UNO UNLESS NOTED OTHERWISE HB HOSE BIBB VERT VERTICAL HC HANDICAPPED VIF VERIFY IN FIELD HT HEIGHT HORIZ HORIZONTAL W/ WITH HVAC HEATING VENTILATING AIR CONDITIONING HW HOT WATER LINE W/0 WITHOUT WC WATER CLOSET INT INTERIOR WD WOOD JT JOINT WH WATER HEATER JST JOIST WP WATERPROOF WT WEIGHT LAV LAVATORY WWF WELDED WIRE FABRIC LOTH LENGTH FUTURE TENANT (PHASE - 1) (RETAIL INTERIOR) SEMINOLE CENTRE AMERICANA BLVD. SANFORD, FLORIDA CITY OF SANFORD CITY DEPARTMENT 1101 EAST FIRST STREET SANFORD, FLORIDA 32771-1468 (407) 330-56-58 ADOPTED ENFORCED CODES: 1997 Standard Building Code (SBCCI) 1994 Standard Plumbing Code (SBCCI) 1997 Life Safety Code NFPA-101 1997 Florida Accessibility Code for Building Construction 1994 Fire Protection Code 1997 Energy BUILDING DATA: BUILDING GROSS FLOOR AREA 10,197 SQUARE FEET TOTAL GROSS AREA 10,197 SQUARE FEET BUILDING CLASSIFICATION: OCCUPANCY : M (RETAIL), ONE STORY 23'-6" MAX HT. CONSTRUCTION TYPE : IV, UNPROTECTED, SPRINKLED REQUIRED FIRE PROTECTION FIRE WALL : 1 HOUR, SYSTEM No. WW -S-1001 ROOF/CEILING CONSTRUCTION : NONCOMBUSTIBLE COLUMNS : NONCOMBUSTIBLE EXTERIOR BEARING WALL : NONCOMBUSTIBLE TENANT SEPERATION WALL 1 HOUR, UL DESIGN No. 0465 CODE EGMUREWS"' DATA EXIT REQUIREMENT DATA: ROSS (RETAIL INTERIOR) TOTAL GROSS FLOOR AREA 10,197 SQ. FT. SALES AREA (1 PERSON / 30 SQUARE FEET) 340 PEOPLE TOTAL OCCUPANT LOAD 340 PEOPLE EXIT WIDTH REQUIRED, SBCC (SBC) 1994 EDITION TOTAL EXIT WIDTH REQUIRED 68 INCHES (TOTAL OCCUPANT LOAD X 0.2 INCHES/PERSON) EXIT NDTH PROVIDED: TOTAL EXIT WIDTH PROVIDED FUTURE TENANT (PHASE - 1) (RETAIL - TENANT INTERIOR) 108 INCHES - 2 EXITS PROVIDED PLUMBING DATA: ROSS (RETAIL - TENANT INTERIOR) HABITABLE SQ. FT.: 10,197 SQ. FT. PER 405 SBCCI (SPC). 1994 EDITION 10,197 S.F. HABITABLE AREA \ 200 SQ. FT. PER PERSON = 51 PEOPLE MINIMUM # OF PLUMBING FIXTURES REQUIRED WC.'S LAY'S URN'S D. F. MALE 1 1 0 0 FEMALE 2 2 0 0 MISC. O 0 0 1 MINIMUM # OF PLUMBING FIXTURES PROVIDED WC.'S LAY'S URN'S D. F. MALE 1 1 1 0 FEMALE 2 2 0 0 MISC. 0 0 0 1 1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE SANFORD COUNTY BUILDING DEPARTMENT. 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 SUB—CONTRACTOR TO BE LICENSED AND SHALL FILE SEPARATE APPLICATIONS FOR PERMIT, INSPECTION, AND APPROVAL FOR THEIR WORK. 7. EACH PRIME 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. DO NOT SCALE DRAWINGS. 9. EACH PRIME 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 YOUR WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED AS A RESULT OF FAILURE TO DO SO AND IF THE INFORMATION IS CONTAINED WITHIN THE CONTRACT DOCUMENTS. IT IS RECOMENDEDED THAT YOUR BID NOT BE BASED ON PARTIAL OR UNCOMPLETE INFORMATION. IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS, SPECIFICATIONS AND ADDENDA'S ISSUED AT TIME OF THE BIDDING PROCESS. 11. -1 x- 20TECa 00 rCONTRACTOR SHALL FURNISH AND INSTALL FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AT ALL RETAIL SPACES. 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'S 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 OT H.V.A.C. WORK, BY CONTRACTOR. 12. GENERAL CONTRACTOR TO REMOVE DEBRIS GENERATED BY THE CONSTRUCTION FROM THE SITE, 13. GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 14. GENERAL CONTRACTOR TO PROVIDE TEMPORARY SERVICES 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 TIME. 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 dots, notes and other documents are instruments of service prepared by Cuhocl & 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 r� _0 W 0 CL 0� 0 0 < U0 'L11�. L? z [. � Co Lu Q _j LL % Cj) LIJ 0W� LL) Q 00 (D < QLU ru REVISION 1 I 2 3 4 5 6 I 7 I PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MM/MS CHECKED MP SHEEP CV -2 M 1111111M r� i W L? z % y I--- 2 d 0 W Z LL W W< C� W� a LLJ COO 06 z Ud LL Z H LU LL (.0W LU C) i0 ru REVISION 1 I 2 3 4 5 6 I 7 I PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MM/MS CHECKED MP SHEEP CV -2 M 1111111M /1 r If GL+ / Q / / SOUTH O R L A LI V I 0 L=./ 1RH `1 E U.S. M O !.! lJ W A LJ 17 O 92 4f t=_ M 3� 200110 SCALE AS SHOWN DATE 09-29_00 DRAWN MM/MS CHECKED ID LJ .f f A � 00 ! 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Cuhod & Peterson shall retain all common law, stotuatory and other reserved rights, including the copyright thereto. Any use orreproduction of this document without written permission from Cuhaci cit Peterson Is a Volotion of Federal copyright laws. Z 200110 SCALE AS SHOWN DATE 09-29_00 DRAWN MM/MS CHECKED MP LJ 00 ! CD c� W < u) -j LL C/) LU ® W LLIa Z �° W��yjy- LUU J REVISION 2 3 4 f 5 6 7 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29_00 DRAWN MM/MS CHECKED MP LJ ! z c� c a_ W ® v! Z Wz® O E D LU U f.� p cl� W ��0 LU D w� a LL... 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II I I I I I I III _ 11 I II II l 1 I I II I II 1 I I I - I I l I I I III r I II I I ► I l I I I I I lil I I I I i I I // ► � �� I I I I I l I I lil I- - -- _ - - - - - - T - -� - - - _ -�- _ _ -1-_- I I II EXISTING DOOR � � FT_ / I & FRAME TO II i= BE REMOVED �_j L � I II i1=___===--1- IT'� I I III II LU N U I I I !I �-----�I I Il ENCLOSURESOLTONBE I l ll l ll REMOVED (TYP.) -®- -- -- I l II I� I I I i I 1 I III wi r r LU LD Il II II � Q II f� rz � a � II Il �_� l II I I I I I I I III I \\ I <W l� � ®�Ui N II EXISTING MEZZANINEAND I ll II I I I I I I I SUPPORTSTOBE ( I I II I I I I I REMOVED I I I I II I I 11 II � I I ll 11 1 I Ii I- - �— - - - - —I - - I - - - {- - - �� _J L = _ _ _ - 11 Fr �� Il �I-------- j L l I CUT NEW OPENING SEE ROSS TENANT INTERIOR CUT NEW &4 l I \ I FOR STOREFRONT I 38'_6" I I RENOVATION FLOOR PLAN I I 29'-5'� OPENING FOR I 36'-6" /I — 4'-5" = WITH 24" KNEE (PHASE 2) FOR REQUIRED 3'-0" x 7'-0" I Fr II WALL _ OPENING OF NEW STOREFRONT I DOOR NEW OPENING FOR TXEFR NT — — — — — — — — — — — — — — — — — — — -- = — — — — — — — — — — — — — — - - - — — — — r ' — — — — — — — '— — — — — — — — — — it - - - - - - � - 2'-4" 10'-5" 13'-0" —1 0'=5' . ! 11 I EXISTING ATM TO I I I I I r l 3,-4„ I II BE REMOVED I 1'-4" 1' 4" EXISTING PUBLIC I t EXIST. EXIST. TELEPHONES TO REMAIN i ll 1 I r -t �—► F 1 1 r- LJ — — — ! - I I� ^— i ��—I---- h — I I I — — i -- — — — — — — — — — — — — — — — --- --- — -- --I- _ _ _-�— ,---------- ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ I DEMOLITION OF EXISTING CANOPY AND CUTTING OF SIDEWALK IS NOT PART )ILITI PLAIN I I / / OF THIS TENANT WORK. IT IS PART OF CENTER'S CANOPY & FRONT I I �\ j I / FACELIFT RENOVATION WORK SEPARATE PERMIT (PHASE 3). / SCALE: 1281, _ V -C„ ---------------y `---=- ----------i' s 1. DEMOLITION WORK WILL BE CONFINED TO THE INTERIOR AND WILL NOT CREATE DUST, DIRT OR OTHER INCONVENIENCES TO OTHER TENANTS WITHIN THE SHOPPING CENTER. 2. DEMOLITION WORK WILL NOT BLOCK HALLWAYS OR MEANS OF EGRESS FOR TENANTS OF THIS OR OTHER SHOPPING CENTER. 3. DEMOLITION WORK WILL NOT INVOLVE INTERRUPTION OF WATER OR ELECTRIC SERVICES TO OTHER AREAS OF THE SHOPPING CENTER. I. G.C. TO COORDINATE ALL PHASES OF DEMOLITION WITH THE LANDLORD'S & ROSS' REPRESENTATIVE. 2. ALL EXISTING ACOUSTICAL TILE CEILING SYSTEM, FASCIAS, SOFFITS, AND DECORATIVE CEILING TILES TO BE REMOVED AND DISCARDED. 3. EXISTING SPRINKLER AND SPRINKLER HEADS TO REMAIN, AND SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION PHASE. 4. ALL EXISTING EQUIPMENT DISPLAY SHELVES, ETC. TO BE REMOVED AND DISCARDED. 5. G.C. TO PROVIDE TEMPORARY ELECTRIC POWER AND LIGHTING DURING THE DEMOLITION AND CONSTRUCTION PHASE. 6. ALL DEBRIS SHALL BE DISCARDED TOWARDS THE END OF WORKING DAY DURING DEMOLITION AND CONSTRUCTION PHASE. 7. ALL EXISTING FLOOR FINISHES ARE *rO BE REMOVED. EXISTING CONCRETE FLOOR TO BE PREPPED AND READY FOR NEW FLOOR FINISH. LEGEW r SCALE EXISTING WALLS DATE - 1 TO REMAIN CHECKED EXISTING WALLS _ AND EQUIPMENT 0 TO BE REMOVED 1. ALL PLUMBING AFFECTED WITH 0� THIS DEMOLITION TO BE REMOVED AND < CAPPED FINISH WITH C EXISTING FLOOR SLAB .� OR CAPPED IN THE J WALL. 2. ALL ELECTRICAL Cl� AFFECTED WITH < C/) THIS DEMOLITION TO BE REMOVED - EXISTING DOOR \\J TO REMAIN - EXISTING DOOR \ II TO BE REMOVED �_U Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com A COPYRIGHT All reports. plana, spectricatiorra, computer files, field data, notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects as instruments of serv'>ce remcin the property of Cuhaci & Peterson, Architects. Cuhaci do Peterson shall retain all common low, statuctory 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 r SCALE 0 DATE 09-29-00 1 MS/MM CHECKED MP SHEET �W V1 0 r CL 0� 0 0 < C 0 0-10 .� J � ® L< Z Cl� W < C/) U_ U) Uj 0 LIJ W®z_j W r < z z ,® 00 (� LLIJ U PROJECT r SCALE AS SHOWN DATE 09-29-00 1 MS/MM CHECKED MP SHEET �W V1 r LO CL z .� C? a- 0_ Z Cl� < 0 D� E 0 W®z_j LL LL z W� r 0 OC ® cl�LU E--- �® L,0 U1— W �< � W a fy� �® PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/MM CHECKED MP SHEET Dal I G F I FLOOR PLAN SCALE: 1/8" = 1'-0' N I t11J I LINHIN I INI LNIUK YYUKI\. 11 IJ IINULUULU INSHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). THIS WORK TO BE REVIEWED & APPROVED BY ROSS STORE. IVU I YHK t UI' i till YYUKIN. 11 IJ 11NULUUtU IIN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). LEGEND: MEM NEW DEMISING WALL 1 -HOUR FIRE RATED 6" METAL STUDS ® 16" O.C. WITH TYPE "X" GYPSUM BOARD BOTH SIDES UP TO EXISTING STRUCTURAL DECK ABOVE UL NUMBER U465. IIIIIIIj NEW 8" CONCRETE MASONRY UNIT WALL NEW 6" METAL STUDS @ 16'-0" O.C. W/ 5/8 DENS GLASS GOLD SHEATHING AND 3/4" E.I.F.S. TEXTURED s� FINISH. EXISTING WALL 6" METAL STUD PARTITION X DETAIL REFERENCE XX SECTION REFERENCE X �] XX SECTION SYMBOL SHEET NUMBER ELEVATION NUMBER X —WALLS SHOWN IN XX ELEVATION SHEET NUMBER Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com ® COPYRIGHT Al 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, ArchitectsCuhaci & Peterson shill retain all i common aw, statualory and other reserved rights, including the copyright thereto. =use or repe=at= of this document w'lhout written permission from Cuhaci & Peterson Is a violation of Federal copyright laws. Z 0 5 s 7 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/MM 0 SHEET CL f Uj 0� 0 0 < T� �1 LIJcoL. Q J (j W 0WI- W F_ 00 U L REVISION 1 111-21-00 2 t 3 4 5 s 7 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/MM CHECKED MP SHEET f Uj U) T� CN ®E L.Li LLz LijP%A4 cj� LL ®01-11 L �C/)® z ��� 0 Cr ) U) T_ LL REVISION 1 111-21-00 2 t 3 4 5 s 7 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/MM CHECKED MP SHEET A-1 1 2 3 4 5 6 7 (::8 9 /- 214'-0" 26'-6" 18'-6" 38'-6" 10'-0" 23'-6" 3'-6" 6'-0" 16'-T 26'-6" lo I EXISTING TRANSFORMER I rA� ROOM TO REMAIN —L — I — SUSPENDED 2'-0" x 4'-0" ACOUSTICAL CEILING TILE MEN'S & = I I I I I I ®09 ENDS TOILET I K I I ! I 1 I I� 1 I I I I I W B.....' Q � W I I I I I I NEW RETAIL SPACE I (ROSS - DRESS FOR LESS) I MASE - 2 Ih 30y199 SQ.FT. B I I (SEE DOSS TENANT INTERIOR I Z� N RENOVATION REFLECTED I CEILING PLANS o - I — — — — >�— — — -I- — -T — — — — r — — —I--- — — I I ! I f I I 1 zo I B, wi ! 1 — -I— — — — — —�-- — — --�— — — J� WI I I I 1 W IX Z N 12" 0 N { 1 1 1 I I 1 ! I— — _ I ..:..—.1 — I — 7ZI NEW CANOPY REFLECTED CEILING PLAN 1S NOT PART OF -'-�REFLECTEb CEILING THIS TENANT INTERIOR WORK. IT IS INCLUDED IN i SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). THIS SCALE. 1/8" = V—O" WORK TO BE REVIEWED & APPROVED BY ROSS STORE. 29'-1" M0 l♦ �MMM� NO—M—E 11 MIM M 15'-6" 12 NEW STOREFRONT SIGNAGE FASCIA AND AWNING IS NOT PART OF THIS WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ®CCPYRiGHT Al reports, plana, specifications, computer fees, field data, notes and other documents are instruments of service prepared by Cuhaci do Peterson, Architects as instruments of service remain the property of Cuhaci & Paterson, Architects. Cuhaci do Peterson shaft retain all common law. statuatory and other reserved . rights, including the copyright thereto. Arty use or reproduction of this document without wntten permisson from Cuhad &Peterson is a violation of Federal copyright lows. z _ 60e" 0 SUSPENDED 1 W ACOUSTICAL CEILING W 0< �® TILE lW1 W � ll� -< Lf7 :5CLm W V J LL 0,—,C)LLI SALES FLOOR @ 0 C)3:(t Uj - W IQ Z 0� l� F- Z J 00 Q00 U LU z cc AFF - z O C LU11'-0" LL � 0 LIJ 0 Q� I) U) 0 LL! UL. Lij O co r<� co LU LLJ W 0 Uj LEGEND: 2'-0" x 4'-0" ACOUSTICAL CEILING TILE WITH WHITE GRID EXIT SIGN TO BE COOPER INDUSTRIES "SURE-LITET ! #CAX-710000 GREEN LETTERS. CEILING OR WALL V V MOUNT TO BE FEILD DETERMINED. QUANTITIES AND LOCATIONS TO BE DETERMINED BY LOCAL CODES. EMERGENCY LIGHT SHALL BE COOPER INDUSTRIES "HALO SURE LITET #CU -1. SHALL BE USED IN LIEU OF 2x4 WITH B50F4-8 ONLY WHEN REQUIRED BY LOCAL AUTHORITY. METALUX 2SGR3T-VOLTAGE-E8/2-2'x4' B MASTER/SATELLITE 3 LAMP PRISMATIC. 110-1 2SGR3S-V0LTAGE-E8/2-2'x4' INDEPENDENT 3 0197 6�0.METALUX I LAMP PRISMATIC. - METALUX 2SFR3T-VOLTAGE-E8/2-2'x4' F1 MASTER/SATELLITE 3 LAMP PRISMATIC. METALUX 2SFR3S-VOLTAGE-E8/2-2'x4' INDEPENDENT 3 LAMP PRISMATIC. METALUX 2SGR3S-VOLTAGE-E8/2-EMX-2'x4' INDEPENDENT 3 LAMP PRISMATIC.- NIGHT LIGHT ON - - SEPARATE CIRCUIT W/ EMERGENCY BATTERY PACK SIMILAR TO BODINE #B5OF4-8, SHOWN FOR CONCEPT, VERIFY CODE COMPLIANCE. - METALUX 2SFR3S-VOLTAGE-E8/2-EMX-2'x4' F INDEPENDENT 3 LAMP PRISMATIC. NIGHT LIGHT ON SEPARATE CIRCUIT W/ EMERGENCY BATTERY PACK SIMILAR TO BODINE #B50F4-8, SHOWN FOR CONCEPT, VERIFY CODE COMPLIANCE. ® CEILING DIFFUSER (SUPPLY AIR) CEILING DIFFUSER (RETURN AIR) 0 CEILING DIFFUSER (SUPPLY AIR) EXHAUST TO ROOF UNIT NEW STOREFRONT SIGNAGE FASCIA AND AWNING IS NOT PART OF THIS WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ®CCPYRiGHT Al reports, plana, specifications, computer fees, field data, notes and other documents are instruments of service prepared by Cuhaci do Peterson, Architects as instruments of service remain the property of Cuhaci & Paterson, Architects. Cuhaci do Peterson shaft retain all common law. statuatory and other reserved . rights, including the copyright thereto. Arty use or reproduction of this document without wntten permisson from Cuhad &Peterson is a violation of Federal copyright lows. z _ 60e" 0 1 W W 0< �® o lW1 W � ll� -< Lf7 :5CLm W V J LL 0,—,C)LLI I� 0 C)3:(t Uj - W IQ Z 0� l� F- Z J 00 Q00 U z 0LLJ - z O NEW STOREFRONT SIGNAGE FASCIA AND AWNING IS NOT PART OF THIS WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ®CCPYRiGHT Al reports, plana, specifications, computer fees, field data, notes and other documents are instruments of service prepared by Cuhaci do Peterson, Architects as instruments of service remain the property of Cuhaci & Paterson, Architects. Cuhaci do Peterson shaft retain all common law. statuatory and other reserved . rights, including the copyright thereto. Arty use or reproduction of this document without wntten permisson from Cuhad &Peterson is a violation of Federal copyright lows. z _ 60e" 0 1 W W 0< o � ll� -< Lf7 :5CLm Q U) J LL 0,—,C)LLI I� 0 C)3:(t Uj - W IQ Z 0� l� F- Z J 00 Q00 U z f REVISION 1 111-21-00 2 1 3 1 4 1 5 1 6 1 7 1 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/MM CHECKED MP SHEET A-2 _ 60e" 1 W W Lf7 z I� [[o cN 0� < 0 Q00 z 0LLJ - z O C � F-- LL � 0 LIJ 0 Q� I) U) 0 LL! UL. p R LL- co r<� co LU LLJ W 0 f REVISION 1 111-21-00 2 1 3 1 4 1 5 1 6 1 7 1 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/MM CHECKED MP SHEET A-2 K J H NEW ALUMINUM GUTTER ' CG (F K"_1ROOF PLAN \ SCALE: 1/8" = 1'-0° i Lnwi ury vvi rug nr vv '-NEW CANOPY ROOF IS NOT PART OF THIS TENANT INTERIOR WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). THIS WORK TO BE REVIEWED AND APPROVED BY ROSS STORE. NEW STOREFRONT SIGNAGE FASCIA AND AWNING IS NOT PART OF THIS TENANT INTERIOR WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). ROOF MOUNTED CONTINUOUS CANT STRIP SECURE TO ROOF MOUNTED T� I i° cV r K"_1ROOF PLAN \ SCALE: 1/8" = 1'-0° i Lnwi ury vvi rug nr vv '-NEW CANOPY ROOF IS NOT PART OF THIS TENANT INTERIOR WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). THIS WORK TO BE REVIEWED AND APPROVED BY ROSS STORE. NEW STOREFRONT SIGNAGE FASCIA AND AWNING IS NOT PART OF THIS TENANT INTERIOR WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). ROOF MOUNTED CONTINUOUS CANT STRIP SECURE TO ROOF MOUNTED UNIT i° EQUIPMENT PER MANUF. 24 GA. GALV. SHEET ROOFING MEMBRANE WITH RECOMMENDATIONS MTL. FLASHING = 5 MILS (1.14 Mrn) 'To SLOP 1 4 MATCH EXISTING SLOPE, 47 CONT. CANT STRIP Z CONSTRUCTION. (TYP.) t� EXISTING ROOFING -MEMBRANE TAPERED RIGID INSULATION SECURED OVER PLYWOOD 3 LAYERS ROOF FELT FEATHER L OUT MIN. 24" ALL AROUND HOT 4%6" P.T. RUNNER MOPPED WATER TIGHT SET IN MASTIC 0- PLYWOOD ® LJJ LL 0w ROOF STRUCTURE W CC < F- U ® MTL. ROOF L ® E ® DECK 18 GA 6 METAL STUDS J SECURE SUPPORT _j RUNNER TO ROOF W/ EXISTING CURB OPENINGS WOOD BLOCKING AND - { elf 1.2"0 BOLT ® 24" gw NAILERS. 000 ® O.C. 3 MIN./ SUPPORTS X ®t- r� Uj 3"x3"x1 1/4" ® EQUIP. 0 a LL �J Cr ) ALL 10"00" OR BIGGER SUPPORTS. WELD TO OPENING MUST BE PROVIDED STEEL BAR TOP CORE OF JOIST JOIST BETWEEN PANEL POINTS (TYP.) ri'**' ROOF TOP UNIT DETAIL ��j NOT TO SCALE ("_3 DETAIL NOT TO SCALE 16 GA MIN. FRAME 2" WOOD NAILER z bo INSULATE INSIDE OF METALWORK IN COLD CLIMATES SHEET METAL HOOD SHEET METAL OR FLEX -TUBE COLLAR SLOPE PIPES AWAY FROM HOOD FASTENERS APPROX. 24" O.C. BASE FLASHING FASTENERS APPROX. 8" O.C. 2" NOMINAL FIBER CANT STRIP - SET IN BITUMEN SEAL STRIP COUNTERFLASHING FASTENED APPROX. 18" O.C.-SUPPLIED AND INSTALLED BY SHEET MTL. CONTR. BASE FLASHING INSULATION SUPPLIED Y BY CURB MANUF. • FASTENERS ALTERNATE FRAME APPROX. 8" O.C. LOCATION FOR HEAVY UNITS 2" NOMINAL FIBER CANT STRIP SET IN BITUMEN —WOOD BLOCKING FASTENED TO DECK 4 __'�CURB DETAIL NOT TO SCALE U. CONTINUOUS CANT STRIP 0 i° C ROOFING MEMBRANE WITH cc " = 5 MILS (1.14 Mrn) 'To SLOP 1 4 MATCH EXISTING SLOPE, pER FOOT Z CONSTRUCTION. cl� t� EXISTING ROOFING -MEMBRANE TAPERED RIGID INSULATION SECURED OVER PLYWOOD L LOs 1/2" EXTERIOR GRADE 0- PLYWOOD ® LJJ LL 0w W W CC < F- U ® J U L ® E ® 18 GA 6 METAL STUDS J 12" O.C. _j EXISTING CURB OPENINGS WOOD BLOCKING AND - { elf gw NAILERS. 000 ® 5/8-0 X ®t- r� Uj L F 0 a LL �J Cr ) ALL 10"00" OR BIGGER w !.L OPENING MUST BE PROVIDED WITH SECURITY GRILLE. (PREFABRICATED STEEL, ALL - WELDED CONSTRUCTION, - WELDED DIRECTLY TO EXISTING CURB ANGLES) 0 EXISTING RIGID INSULATION EXISTING METAL DECK EXISTING CURB ANGLE PREFABRICATED M ETAL CAP 1/2" EXTERIOR GRADE PLYWOOD NEW 3 5/8" METAL STUDS @ 12" O.C. EXISTING CURB BLOCKING AND NAILER 5/9-0 -/ ALL 10"x10" OR BIGGER OPENING MUST BE PROVIDED WITH A SECURITY GRILLE. (PREFABRICATED STEEL ALL WELDED CONSTRUCTION, BOLTED TO EXISTING CURB BLOCKING) 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 NI reports. Plans, specifications, computer flies, field data, notes and other documents are instruments of service prepared by Cuhoci & Peterson. Architects ae instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson, shall retain all common law, statuotory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson hs a violation of Federal copyright laws. Z CONTINUOUS CANT STRIP (AROUND OPENING) usx i° NEW SINGLE PLY HYPALON ROOFING MEMBRANE WITH NOMINAL 'THICKNESS OF Y " = 5 MILS (1.14 Mrn) 'To SLOP 1 4 MATCH EXISTING SLOPE, pER FOOT MATERIAL AND METHOD OF CONSTRUCTION. cl� t� EXISTING ROOFING -MEMBRANE 0 EXISTING RIGID INSULATION EXISTING METAL DECK EXISTING CURB ANGLE PREFABRICATED M ETAL CAP 1/2" EXTERIOR GRADE PLYWOOD NEW 3 5/8" METAL STUDS @ 12" O.C. EXISTING CURB BLOCKING AND NAILER 5/9-0 -/ ALL 10"x10" OR BIGGER OPENING MUST BE PROVIDED WITH A SECURITY GRILLE. (PREFABRICATED STEEL ALL WELDED CONSTRUCTION, BOLTED TO EXISTING CURB BLOCKING) 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 NI reports. Plans, specifications, computer flies, field data, notes and other documents are instruments of service prepared by Cuhoci & Peterson. Architects ae instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson, shall retain all common law, statuotory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson hs a violation of Federal copyright laws. Z 0 i° 0 llW V1 0- cl� p LOs O 0- ® C/) LL 0w W W c�< < F- c<F ® J U L I I NEW ANCHOR CLIP I REVISION NEW SINGLE PLY 1 111-21-00 HYPALON ROOF MEMBRANE FLASHING 2 I I EXISTING ROOF 3 MEMBRANE 4 I 0 5 6 f� 7 I EXISTING JOIS EXISTING M L EXISTING RIGID BEYOND DECK INSULATION PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MM/MS CHECKED MP SHEET A-3 i° llW V1 LOs CN ® C) ® E W0® _j { elf gw D 000 ® �,.. Z U 7, ®t- r� LL Z L F 0 a LL �J Cr ) co w !.L I I NEW ANCHOR CLIP I REVISION NEW SINGLE PLY 1 111-21-00 HYPALON ROOF MEMBRANE FLASHING 2 I I EXISTING ROOF 3 MEMBRANE 4 I 0 5 6 f� 7 I EXISTING JOIS EXISTING M L EXISTING RIGID BEYOND DECK INSULATION PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MM/MS CHECKED MP SHEET A-3 NEW 2'-0" x 4'-0" FACOUSTICAL CEILING TILE 11'-0" A.F.F. EMERGENCY LIGHT. ---\ 0I94\, 0 ACOUSTICAL CEILING TILE 9'-0" r EXPOSED GYPSUM BOARD WALL. TAPE & SPACKLED READY FOR PAINT (FINISH BY FUTURE TENANT) 0 1 C0 1 TOILETS (FINAL TOILET LAYOUT ACOUSTICAL CEILING TILE N BY FUTURE TENANT) 11'-0" A.F.F. 0Q B r- - - - - - - - - -- - / t^ EMERGENCY EMERGENCY 0- � M NEW STOREFRONT BRONZE ANODIZED 1/4" TEMP. GLASS 4'-0" 10'-9 1/27 ri_""INTERIOR ELEVATION NEW DOORS & STOREFRONT BRONZE ANODIZED 1/4" TEMP. GLASS 13'-0 i/4" NEW STOREFRONT BRONZE ANODIZED 1/4!' TEMP. GLASS 10'-9 1/2" 13'-9 1/16" EXPOSED CONCRETE FLOOR -SLAB (FLOOR FINISH BY FUTURE TENANT) NEW 2'-0" x 4'-0" NEW 2'-0" x 4'-0" 0 ACOUSTICAL CEILING TILE 9'-0" r A.F.F. ® MEN'S & WOMEN'S NEW 2'-0" x 4'-0" 0 1 C0 1 TOILETS (FINAL TOILET LAYOUT ACOUSTICAL CEILING TILE N BY FUTURE TENANT) 11'-0" A.F.F. 0Q B r- - - - - - - - - -- - ----" t^ EMERGENCY EMERGENCY 0- � M W < 1 -----J CL W LIGHT. Cuhaci & Peterson D Q Architects Ln A 1 xl EXISTING r _o D lo ROLL -UP 1220 ALDEN ROAD Z O ORLANDO, FLORIDA 32803-2546 DOOR RN O (407) 228-4220 OPEN s I � 0 z � of 0 I LII 0 EXISTING cy) W (n Oil 4 W LU = z R DOOR TO _- TOILET WALL (FINAL LAY REMAIN. r— OUT BY FUTURE TENANT) PROVIDE NEW HARDWARE. -------------- -- EXPOSED CONCRETE FLOOR SLAB (FLOOR FINISH BY FUTURE TENANT) (�2 INT Ri R ELEVATION SCALE: 1/4!' - 1'-0" NEW 2'-0" x 4'-0" ACOUSTICAL CEILING TILE 9'-0" A.F.F. ® MEN'S & WOMEN'S r3—'WTEPoO? ELEVATION ��j cnLe i/a' = r_o. UVLI\J 11 11 V/yL FUTURE TENANT) LAY -OUT BY FUTURE TENANT) NEW 2'-0" x 4'-0" ACOUSTICAL CEILING TILE 11'-0" A.F.F. EMERGENCY EMERGENCY LIGHT. LIGHT. II C) EXPOSED GYPSUM BOARD 1 -HR FIRE RATEDCL o DEMISING WALL. TAPE & SPACKLED READY FOR 'I PAINT (FINISH BY FUTURE TENANT) NEW STOREFRONT r2 BRONZE ANODIZED 00 1/4" TEMP. GLASS 00 EXPOSED CONCRETE FLOOR SLAB (FLOOR FINISH BY FUTURE TENANT) ('__4INTERIOR ELEVATION SCALE: 1/4!' 1,-0„ INTERNET: www.c-p.com r- -f I O COPttUGrrr NI reports, Plane, specifications, computer fllee, field data, notes and other documents ore CO j instruments of service prepared by Cube, & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all e common law, statuatory and other reserved rights, including the copyright thereto. Any CO use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. W i Z 0 r M 0 1 C0 1 N 0Q B (.)0 ��W V) m t^ . l 0- � M W < 1 CL W CD Cuhaci & Peterson D Q Architects Ln A 1 Z�< ® r _o D F- 1220 ALDEN ROAD Z O ORLANDO, FLORIDA 32803-2546 ---IPHONE < (407) 228-4220 s FAX (407) 228-4219 r3—'WTEPoO? ELEVATION ��j cnLe i/a' = r_o. UVLI\J 11 11 V/yL FUTURE TENANT) LAY -OUT BY FUTURE TENANT) NEW 2'-0" x 4'-0" ACOUSTICAL CEILING TILE 11'-0" A.F.F. EMERGENCY EMERGENCY LIGHT. LIGHT. II C) EXPOSED GYPSUM BOARD 1 -HR FIRE RATEDCL o DEMISING WALL. TAPE & SPACKLED READY FOR 'I PAINT (FINISH BY FUTURE TENANT) NEW STOREFRONT r2 BRONZE ANODIZED 00 1/4" TEMP. GLASS 00 EXPOSED CONCRETE FLOOR SLAB (FLOOR FINISH BY FUTURE TENANT) ('__4INTERIOR ELEVATION SCALE: 1/4!' 1,-0„ INTERNET: www.c-p.com r- -f I O COPttUGrrr NI reports, Plane, specifications, computer fllee, field data, notes and other documents ore CO j instruments of service prepared by Cube, & Peterson, Architects as instruments of service remain the property of Cuhaci & Peterson, Architects. Cuhaci & Peterson shall retain all e common law, statuatory and other reserved rights, including the copyright thereto. Any CO use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federal copyright laws. W i Z 0 r 0 1 0Q (.)0 ��W V) t^ . l 0- � M W < >j CL W UWh z Z d' 00 Q i U Ln U) SCALE AS SHOWN DATE 09-29-00 DRAWN MM/MS CHECKED MP SHEET i,-4 r 1 ��W V) t^ :r I CL i U) Z�< ® ® _o F- Z I W W0® < LL J �0 � 0 z � � 0 I LII 0 LL cy) W (n < (J) W LU = z R SCALE AS SHOWN DATE 09-29-00 DRAWN MM/MS CHECKED MP SHEET i,-4 DOOR SCHEDULE DOOR # DOOR FRAME FIRE RATING HDWR. SET KEY TYPE REMARKS TYPE MATERIAL FINISH SIZE MATERIAL FINISH JAMB HEAD SILL 100 B ALUMINUM/GLASS BRONZE ANODIZED 3'-0" x 7'-0" ALUMINUM BRONZE ADONIZED 2 2 2 - 3 Al (800) 235 -BEST. 101 A SOLID WOOD CORE PAINTED 3'-0" x 6'-8" HOLLOW METAL PAINTED 1 1 1 - 2 - READY FOR PAINT 102 A SOLID WOOD CORE PAINTED 3'-0" x 6'-Y' HOLLOW METAL PAINTED 1 1 1 - 2 - 3. 103 - EXISTING PAINTED 3'-0" x 6'-8" EXISTING PAINTED - - - - 1 A2 EACH MOUNTING BRACKETS - LCN 4040-18TJ - 104 - EXIST. ROLL -UP DOOR PAINTED 6'-0" x 10'-0" EXISTING PAINTED - - - - - - I READY FOR PAINT ROOM MATERIAL LEGEND HARDWARE NOTES LOCKSETS AND KEYING CONCRETE HARDWARE S H DUL WALLS DRAWN FINAL CORE PROCESS FOR LOCKSETS & KEYING: RM 1. ADJUST ALL CLOSERS TOA 5 LB. MAX. OPENING FORCE. 4 0 HANDICAP COCREI•E REFER TO FINISH 1. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, 1 1/2 PAIR BUTTS - FBB179 4 1/2" X 4 1/2" NO ROOM FLOOR BASE NORTH SOUTH EAST WEST CEILINGS REMARKS SCHEDULED (800) 235 -BEST. K�_1TY_P_ICAL_P_ART_IT_ION-C 1 TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED 2' x 4' MOUNTED AT INSIDE OF ROOM 100 GENERAL SALES AREA EXPOSED CONC. NONE READY FOR PAINT READY FOR PAINT READY FOR PAINT READY FOR PAINT ACCOUSTICAL TILE 11'-0" AFF CLG Z SIGNS SHALL BE MOUNTED WITH CENTERLINE 60" ABOVE FINISH FLOOR. REMIND HIM THAT PRIOR TO RECEIVING 1SLL TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED 2' x 4' 3. 101 WOMEN'S TOILET EXPOSED CONC. NONE READY FOR PAINT READY FOR PAINT READY FOR PAINT READY FOR PAINT ACCOUSTICAL TILE 9'-0" AFF CLG LICENSED AND CERTIFIED CONSULTANT. MANAGER CONTACT THE LOCK COMPANY TO NOTIFY 1 EACH MOUNTING BRACKETS - LCN 4040-18TJ - TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED TAPE & SPACKLED 2' x 4' 102 MEN'S TOILET EXPOSED CONC. I NONE I READY FOR PAINT I READY FOR PAINT I READY FOR PAINT I READY FOR PAINT ACCOUSTICAL TILE 9'-0" AFF CLG 'N U-) GYPSUM BOARD ON METAL STUDS METAL STUDS PER PLANS HOLLOW METAL FRAME 18 GA. PAINT 18 GA. GALV. METAL DOOR 1-3/4" THICK, PAINT, SEE DOOR SCHEDULE. NOTE: 1 3/8" SOLID CORE WOOD AT DOOR TYPE "K" / JAMB TYPE 1 18 GA. GALV. METAL DOOR SYSTEM DOOR 1-3/4" THICK, ALUMINUM / GLASS PAINT, SEE PROVIDE DOOR SCHEDULE. WEATHER SEAL KAWNEER TRI -FAB 450 STOREFRONT SYSTEM. 1/4" TEMPERED GLASS P.P.G. OR EQUAL. MODEL 72 NARROW STYLE DOOR. SEE DOOR SCHEDULE. \ HARDWARE NOTES LOCKSETS AND KEYING CONCRETE HARDWARE S H DUL MARBLE DRAWN FINAL CORE PROCESS FOR LOCKSETS & KEYING: SET HARDWARE 1: # 1. ADJUST ALL CLOSERS TOA 5 LB. MAX. OPENING FORCE. 4 0 HANDICAP COCREI•E REFER TO FINISH 1. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, 1 1/2 PAIR BUTTS - FBB179 4 1/2" X 4 1/2" 2. PROVIDE DOOR SIGNAGE PER SCHEDULE AS MANUFACTURER BY "BEST FRAMES, HARDWARE AND LOCKSETS, DEfEXES, 1/4!'/FOOT US26D STANLEY W/NON-REM. PINS _ MANUFACTURING SIGN SYSTEMS", HC 300 ADA SYSTEM. AND ENTRANCE DOORS. 1 EACH LOCKSET - SCHLAGE - 626 SCHEDULED (800) 235 -BEST. K�_1TY_P_ICAL_P_ART_IT_ION-C 1 EACH CLOSER - LCN 4040 US26D FINISH - MEN & WOMEN SIGNS: HC30OA; OTHER NAMES: HC300E 2. AS SOON AS THE STORE MANAGER ARRIVES FOR Cr) LLJ MOUNTED AT INSIDE OF ROOM w BACKGROUND COLOR: BLACK 101 MASS HIRING, THE MANAGER SHALL CONTACT 1 EACH FLOOR STOP - 33lxESxRISER US26D QUALITY Q BORDER, LETTERING, AND BRAILLE: WHITE 949. THE CONSTRUCTION SUPERITENDEDNT AND 3 EACH SILENCERS - QUALITY #1337A GREY Z SIGNS SHALL BE MOUNTED WITH CENTERLINE 60" ABOVE FINISH FLOOR. REMIND HIM THAT PRIOR TO RECEIVING 1SLL TYPE 2 MERCHANDISE, ALL LOCKS NEED TO BE REKEYED HARDWARE SET #2 3. CONTRACTOR TO SUBMIT TYPE WRITTEN SHOP DRAWINGS AND PRODUCT PER MANAGER'S NEEDS. IN MOST CASES, 1 1/2 PAIR BUTTS - FBB179 4 1/2" X 4 1/2" STANLEY ® LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED. PREPARED BY A THE SUPERITENDENT WILL HAVE THE STORE 1 EACH CLOSER - LCN 4040TJ X TB W/HOLD-OPEN Q LICENSED AND CERTIFIED CONSULTANT. MANAGER CONTACT THE LOCK COMPANY TO NOTIFY 1 EACH MOUNTING BRACKETS - LCN 4040-18TJ - 4. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED. DOOR THEM THAT "MARS' IS READY TO REKEY. 1 EACH DOOR PULLS - MANUF. STND. - DK. BRONZE AND FRAME TO BE SHOP PRIMED AND PAINTED. 1 EACH DOOR PUSH BAR - DK. BRONZE Ld 3. REKEYING IS THE RESPONSIBILITY OF THE 1 EACH FLOOR STOP - 331 -ES QUALITY - BLACK 5. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER. GENERAL MANAGER. NOTE: SUBMIT SHOP DRAWING (FOR ALL ABOVE) SUBMIT OTHERS FOR APPROVAL. LOCKS NEED TO BE REKEYABLE. 4. Al. - MASTER, WORKS ON ALL DOORS. >J } TO ARCHITECT FOR APPROVAL 6. DOOR DETEX SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL EGRESS CONTROL DEVICES LISTED IN LOCAL CODES. 5. A2. - RECEIVING, LOCKUP, EXIT AT RECEIVING, HARDWARE SET #3: M JANITOR, ELECTRIC ROOM 1 PR. HINGES - ARMALITE - DK. BRONZE FIN. 7. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT'S APPROVAL. AND MISC. BACKROOM DOORS 2 EACH CLOSER - LCN 4040J X TB W/HOLD-OPEN BHMA693 (DK. BRONZE) FINISH 8. ALL DOORS AND HARDWARE TO COMPLY WITH N.F.P.A. 101-5-2.1.5. 6. A3. TO A7. - INDfVIDUAL KEYING FOR EACH 2 EACH MOUNTING BRACKETS - LCN 4040-18TJ - OF THESE TYPES. BHMA693 (DK. BRONZE) FINISH 9. ALL DOORS AND HARDWARE TO COMPLY WITH A.D.A. AND CODE OF 2 EACH DOOR PULLS - MANUF. STANDARD - DK. BRONZE FEDERAL REGULATION, UTILIZING A LEVER LATCH OR LOCKSET. 2 EACH DOOR PUSH BAR - ARMALITE - CP II - DK. BRONZE 1 EACH CYLINDER - SCHLAGE (7 -PIN) MORTISE (NOTE: TO REMAIN OPEN DURING STORE OPERATION) 2 EACH FLOOR STOP - 331 -ES QUALITY - BLACK 2 SETS WEATHERSTRIP 1 EACH THRESHOLD NOTE: SUBMIT SHOP DRAWING (FOR ALL ABOVE) TO ARCHITECT FOR APPROVAL 'N U-) GYPSUM BOARD ON METAL STUDS METAL STUDS PER PLANS HOLLOW METAL FRAME 18 GA. PAINT 18 GA. GALV. METAL DOOR 1-3/4" THICK, PAINT, SEE DOOR SCHEDULE. NOTE: 1 3/8" SOLID CORE WOOD AT DOOR TYPE "K" / JAMB TYPE 1 18 GA. GALV. METAL DOOR SYSTEM DOOR 1-3/4" THICK, ALUMINUM / GLASS PAINT, SEE PROVIDE DOOR SCHEDULE. WEATHER SEAL KAWNEER TRI -FAB 450 STOREFRONT SYSTEM. 1/4" TEMPERED GLASS P.P.G. OR EQUAL. MODEL 72 NARROW STYLE DOOR. SEE DOOR SCHEDULE. \ 5/8" METAL 8" CONCRETE \ MARBLE DRAWN SLAB 0 THRESHOLD 4 0 HANDICAP COCREI•E REFER TO FINISH ACCESSIBLE SLOPE SCHEDULE FOR FLOOR 0 1/4!'/FOOT FINISH MATERIAL _ FINISH AS {� t 2 �, SCHEDULED K�_1TY_P_ICAL_P_ART_IT_ION-C co HO1 U__R_RAT_ED' LL 0 Cr) LLJ EXIST. EXTERIOR w CONCRETE WALK COMPRESSIBLE Q -' U Lid FILLER BOARD Z & SEALANT 1SLL TYPE 2 MENS & WOMENS TOILET SIGNS DOOR TYPES: INSTALLED ON WALL ADJACENT SCALE: 1/4"=1'-0" TO LATCH SIDE OF DOOR. CHARACTERS SHALL BE 48" ALL DOORS WITH GLASS MIN. & 60" MAX. ABOVE FINISH 7 J TO BE 1/4" TEMPERED FLOOR. MEASURED FROM THE GLASS -CLEAR. BASELINE OF CHARACTERS. o � o EXISTING STRUCTURE ABOVE CONTINUOUS 6" METAL TOP RUNNER ANCHORED - TO STRUCTURE ABOVE SEE REFLECTED CLG. PLAN FOR CEILING HEIGHTS DRAWING 1/A-2 " ROSS " UL SYSTEM No. U465 THERMAFIBER SAFING INSULATION UL DESIGN No.HW-S-0030 (BOTH SIDES) 6" METAL STUDS 16" O.C. (20 GAUGE) ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE METAL STUDS " FUTURE TENANT " TYPICAL BATTS & BLANKETS BETWEEN STUDS CONTINUOUS 3 5/8" METAL 8" 0 BOTTOM RUNNER 09-29-00 DRAWN ANCHORED TO 0 4 o � o EXISTING STRUCTURE ABOVE CONTINUOUS 6" METAL TOP RUNNER ANCHORED - TO STRUCTURE ABOVE SEE REFLECTED CLG. PLAN FOR CEILING HEIGHTS DRAWING 1/A-2 " ROSS " UL SYSTEM No. U465 THERMAFIBER SAFING INSULATION UL DESIGN No.HW-S-0030 (BOTH SIDES) 6" METAL STUDS 16" O.C. (20 GAUGE) ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE METAL STUDS " FUTURE TENANT " TYPICAL BATTS & BLANKETS BETWEEN STUDS CONTINUOUS 3 5/8" METAL I BASE 0 BOTTOM RUNNER 09-29-00 DRAWN ANCHORED TO CONCRETE FLOOR SLAB 0 EXISTING COCREI•E .rya/.. FLOOR SLAB 0' - Or 0 FINISH FLOOR eft +• A� A. `. {� l.: i. � K�_1TY_P_ICAL_P_ART_IT_ION-C co HO1 U__R_RAT_ED' SCALE: 3/4" = V-0" UL SYSTEM N0, U465 Nonbearing Wall Rating - 1 HR. 1. Floor and Ceiling Runner - (Not Shown) - Channel shaped runners, 25 MSG (min.) galv. 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) galv. 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 DDNI. 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-Xl, IP -X2, SCX, SHX, Westroc Industries Ltd. - Type Westroc Fireboard. 4A. Wallboard, Gypsum* - (As an alternate to Item 4) - Nom. 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 galv steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in long type S-12 panhead steel screws *Bearing the UL Classification Marking 1�HSUR WALL ASSE LY SEE F FOR ( DRAWI " T( _�► AL STUDS D GAUGE) OF 5/8" \RD EA. AL SALES AREA " CONTINUOUS 3 5/8" METAL BOTTOM RUNNER ANCHORED TO CONCRETE FLOOR SLAB EXISTING COCRETE FLOOR SLAB i BASE 0--0" FINISH FLOOR :• �` (_'_�TYPICAL PARTITION (NON -RATE SCALE: 3/4" = V-0" UL SYSTEM No. H1H- S- 0030 ASSEMBLY RATINGS 1 & 2 Hr (SEE ITEM 2) JOINT. WIDTH - 3/4 IN. MAX A 1 3 -----f 1- I1 I II I1 �B 2A 2C A 1. Floor Assembly The fire rated fluted steel deck/concrete 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 3 in. deep Golv steel fluted units. B.) Concrete - Min 2-1/2" thick reinforced concrete as measured from the top plane of the floor units. 2. Wall Assembly - The 1 or 2 hr. fire rated gypsum wallboard/steel sud wall assembly shall be constructed o the materials and in 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 gale steel channels sized to accommodate steel studs (Item 2B), Ceiling runner to be secured to valleys of steel floor units (Item A) With steel Fasteners or by welds spaced max 24 in. OC> B.) Studs - Steel studs to be min 3 1/2" wide. Studs cut 1/2 to 3/4" less in length than assembly height. with bottom nesting in and resting on floor runner wand with top nesting in ceiling runner with or without attachment. Stud spacing not to exceed 24 in. o.c. C.) Wallboard, Gypsum * - Wall board sheets installed to a min. total thickness of 5/8 In. and 1-1/4: on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that wallboard is cut to the contour of the steel floor units with a max 3/4" gap between the top of the wallboard and the floor units. The hourly fire rating of the joint system is dependent on the hourly fire rating of the wall 3. Fill Void or Cavity Material * - Caulk - Min 5/8" and 1-1/4!' thickness fo fill material for 1 and 2 hr. rated assemblies, respectively, installed on each side of the wall between the top of the wallboard and all surfaces of the steel floor units, flush with each surface of the wall Minnesota Mining and Mfg. Co. - CP 25WB+ * Bearing the UL Classification Marking (__a�l 2- HOUR WALL HEAD ASSEMBLY %NOT TO SCALE � NOT TO SCALE Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com o COPYPoCHT AN reports, plana, specifications, computer files, field data, notes and other documents are instruments of service prepared by Cuhoci & Peterson, Arctn'tects 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 Cuhoal & Peterson to a violation of Federal copyright laws. Z 200110 SCALE 0 ;s 09-29-00 DRAWN r 0 1 Lli .rya/.. U) 0 (.)0 <LO {� J � a. co W LL 0 Cr) LLJ LU w z -Cq` co Q -' U Lid - 1 I 2 I 3 4 5 I 6 l 7 I PROJECT NO. 200110 SCALE AS SHOWN ;s 09-29-00 DRAWN r 1 Lli U) r <LO {� t C C Z ® ®_ Z I L.L J Q ® W Z Q U_ LL0W 0 U W Ld Din co dLLw U Ll Z < >J } a Coo M 1 I 2 I 3 4 5 I 6 l 7 I PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MM/MS CHECKED MP SHEET A-5 N @ @ i @ @ m D G> D 0 C .l - vl r+ i co w CO 1 CD K i M N ! @ @ @ 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, spec ficat ons, computer files, field data, notes and other documents ore instruments of service prepared by Cuhaci & Peterson, Architects as instruments of serAce 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. Co @ Y. co co tt W I' z SCALE AS SHOWN 0 U) DRAWN CHECKED SHEET MES/MM MP A -6 0 W 0 Q (.)0 W W CLk'J W U) V) LU 0W� LU I— o' M� /W L..7.. J U � Lo >� 1 r PROJECT NO. 200110 SCALE AS SHOWN DATE U) DRAWN CHECKED SHEET MES/MM MP A -6 W Z z W 0 C/) > W C1_ tom. W M z ® ry ® 0 1 n0 � <� 0 SLY_®y W 0 Q� (D W z :D U) 0 � U 0 �„ W 1— p a LLC� v i w W 1 r PROJECT NO. 200110 SCALE AS SHOWN DATE 09.-29-00 DRAWN CHECKED SHEET MES/MM MP A -6 I I 1 I � LN 1 &M 1 1 I 1 1 1 1 L I I I I IIIF r� C — — I I I I I I I I i CB -iip 2 3 4� �5 6 7 8 9 00 --------------------------------------------- I i I I I I I I L I J / I I J L I I I J I 1 F I\ II � II \ ' I I � +� I J F L F I I I -F� F I iI I F I I_ I IN N - I -I� I - T I J L I L__{_ L I A I I) I I 1 1 1 F F _ _J + --- - n - -1 Ir -- ,r ,r -1 \ I IIF\I F'. 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I I I I I I I I I I I I LLJ J M ~ O Il J IIL --J M J (/) u_ F - (n _J QWQ U�: z 0o w Z 42�X 00 (D Q J U L Q f I, J I U_ �0w I I I I I I I I I UJr z �rnz ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 'r ♦ �♦ ' 14"• CD - I I ' ILaiI 0X18- 1 I I _1 RTU -3 1 I -- 1400 DC FM -_ I I I I I I — � _ X16 8X1 E I -- I I I I I I I I 14"0 CD 580 I I _- A 0Z I I I --- I I - --- -- - I I - I _ i I n I I I I X16 8X16 I I I I I I I I i I I w 580 CFM I I I RTU- .. - --- - -- - � - - - - 14'0 CD 601 CFF I 14' CD 6 CFM w RTU- 1 14X16 (- --- r--- -1 1 a85 FM ' t , 20 8 I I I -1 - 14X16 � I 14"0 D I wig ' 580 FM 0 C I I I - I I - - X18 8X16 I I I I I I 4 ---r- - I I FM I I I I I I I I I I � I 14"0 _ "0 C 580 GFM 0 CF A L o i o oi o o i o l I I I I I I I I I I I i I I I I I FLOOR PLAN - MECHANICAL SCALE: 1/8"=l' -O" 0240 I I I I I I I I I I Prof9.gSlOfm* t Mechanical Engfne•rs EB -0006437 1720 W. Cleveland Street - Suite E Tampa, FL 33606 813) 251-6848 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com o 0opmNow npMkwn- =�d === t *Mo. tib+w�w#• of embe fngwM 1* f1/" ! PON" Arollfbdb • of e•rAw eons Ne rorwhr of **Ad ! hMrew NdiMo� G1�ef ! fMmon ohi lamb as oomwm Iw, dldrelwy owd •Wr roewod U" o r�� Me eaweMt tlweb. i U" or .n rf w4**Add a Pd a d fids oogrMk lew. Z 2 L3 I O 3 I � I W � I O C� PROJECT NO. 200109 W AS SHOWN DATE OQ L1 1 w Z U0 CS 1A` LLJ J M ~ O Q � M J (/) u_ F - (n W QWQ U�: z 0o w Z 42�X 00 (D Q J U L Q A-1—IN 2 L3 I 3 I � I W � I VJ\I — C� PROJECT NO. 200109 W AS SHOWN DATE 09-29-00 L1 1 w Z CHECKED CS 1A` 1 ' M In i zoQ OQ z 0o o J LL WZO ~ L Q WXo J U_ �0w z Q UJr z �rnz U)- � U ~ F -W Cr LL� a_ [Qn - I 0 IREVISION I 2 L3 I 3 I � I § I � I � I PROJECT NO. 200109 SCALE AS SHOWN DATE 09-29-00 DRAWN S M H CHECKED CS SHEET M-1 I 1 , .. ,.:; ,.. a _. :.`: ,. ... r•'. .. ...� : ;:::, :� ,,.,. .r ,. ,.;' \ T 1 , , a: r , , , i TRANSITION 0.25 D (4 MIN. PER SMACNA) OUTSIDE AIR CALCULATION AREA 1 WITH FACT R F Q Y R00 CURB AND THRU THE ROOF CURB 'SINGLE POINT .ELECTRICAL CONNECTION: CFM 0 R PROTECTION GO, QITI NS AND C O_ (NATE WLTH, LECTRI L PLUM ING AND FIRE ROTE TON ►. , .. A P D.:: ,CA -, , B 5,835 CEILING CEILING DIFFUSER 1,750 , : `SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK: , TOTAL REQUIRED D R E 1,750 TOTAL SUPPLIED ,1,750 PROM DE RGA M ABLE THERMOSTAT * PER ASHRAE STANDARD 62-1989 * * NET OCCUPIED FLOOR :AREA , ., `OWNER 'AUTHORIZED • CONTRACTOR, ,SHAL -NOTI ,Y; -T E :ARCHITECT OR HIS II NTH MOUNTED` DISCONNECT, MANUAL OUTSIDE AIR DAMPER, ..HOOD AND CONVENIENCE OUTLET: 1 ' REPRE ENT TIVE OF Y AMG TO I TING B F RE S, A AN DAMAGE E HE EX S INGE 0 . PROCEEDING WITH THE WORK. .,CEILING DIFFUSER . RUNOUT DETAIL _ N0 SCALE C00 DINATE r AIR DEVICE -LOCATIONS WITH.LIGHTING FIXTURES AND'FIkE SPRINKLER HEADS. ;I , • TURNING VANES SHALL BE -PROM ED ;1N ALLY SUPPLY DUCT RECTANGULAR ELBOWS D L WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF I THE N MANUAL. H SMACNA ANU. L - • I`UCT DIMENSIONS SHOWN • N DRAWINGS ARE CLEAR ' I SIDE D O DIMENSIONS. N •DUCTWORK,. , DIFFUS E.RS, REGIST E R5 GRILLES. 'A ND 0 H ER ITEMSOF ''THE , AIR HANDLING G SYSTEM SHALL NOT BE'SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM.- FAN SCHEDULE ♦ALL-SUPPLY AND RETURN. "DUCTWORK .SHALL - BE L ATED SHEET METAL EXTERNALLY INSULATED CON.STRUCTION IN ACCORDANCE WITH LATEST SMACNA` STANDARDS. -, EF -2 „ I: SERVICE _ TOILET ROOM TOILET ROOM • ALL ALL'MOUNTED THERMOSTATS AND OR TEMPERATURE SENSORS ,SHALL BE W _ /, E . ,. ­OUT INSTALLED AT "AN ELEVATION OF 54 :ABOVE FINISHED "FLQOR TO THE TOP UNLESS PROVIDE CLEAN T EACH' N 0 . DE CLE QU A AC CHA GE - ALR QUANTITY Q, .:. , ,: CFM 125 ; ,30Q ;. OTHERWISE NOTED . N '.DRAWINGS: OCATLON OF THE WA L'MOUNTED THERMOSTAT . ,:OF DIRECTION OR EVERY 30 EXT. STATIC PRESS. IN. H Q 2 0.375 x0.375 SHALL BE:COORQINA D WITH OTHER.,TRADE:S FOR A NEAT APPEARANCE. FINAL _.. _,.: , :. -PROVIDE PLUG FOR MAINTENANCE „ - ;:.LOCATION :OF' THERMOSTAT SHALLBE SUBJECT TO ;THE APPROVAL OF THE ENGINEER , DR IN LINE. SLOPE WITH FLOW A. W FAN TYPE - ` GELLING GELLING I THE F OR HIS REPRESENTATLVE , IN E IELD. ir A 1/8 F T T 0 GUTT RS AT REAR . / E DRIVE - :, DIRECT DIRECT : e ALL SUPPLY AIR DIFFUSERS ­ SHALL BE; =.WAY THROW UNLESS OTHERWISE NOTED. . . A SO NES - 43 ;: 6.0 . ' •CONTRACTOR SHALL PROVIDE AC PY' OF THE TEST AND '1 BALANCE `,REPORT AT .THE MOTOR ;. " H.P./WATTS 129 135 FINAL INSPECTION. THIS REPORT MUST BE REVIEWED AND APPROVED BY THE CONDENSATE A FAN PRESSURE + r 1 INCH ENGINEER "PRIOR TO THE FINAL :I.NSPECTION. MAX. TONS PIP SIZE FAN SPEED RPM 1,050 11,35Q 2 3 4 - POWER V 0 120 11-120/1 : e 1 P, .S FOR TRA S INSTA LATION THE GENERAL CONTRACTOR IS RES ON ISLE Q, ALL DE L 5 1 CONTROL INTERLOCK` WITH INTERLOCK WITH F W HA. ,A PLUMBING A B 1N INSTALLED SCHEDULES. FIXED WORK ..SUC S DUCTWORK NDSHALL LL E S L E . _ CONDENSATE.,, -: __ _ DRAMTRAP DETAIL ucHTs ucHTs PRIOR TO ANY T AQE WORK- THAT CAN BE A ILY RELOCATED- OR OFFSET SUCH AS 50 1 1 2 / LQCATION I _ RESTROOM RESTROOM ELECTRI AL CON UITS SMALL WATER LINES` ETC. c D , NO SCA LE _ FAPPLICATIONS)- OR DRAW THRU : : _. ,. MA MANUFACTURER N - GREENHECK GREENHECK • UNLESS OTHERWISE` NOTED INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO MODEL SP - 9 S - 8 P 22 BOTTOM OF .STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER _ SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. NOTES ,PIPING, e _ CONTR CTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIREDUIRED TO SUSPEND OWTH KUG'IN DISCONNECT. MECHANICAL EQUIPMENT AND MATERIALS - PROVIDE AN D CONTROLLER. U2 R SPEED � _ FLEXIBLE RIGID ROUND DUCT `TAKE.=OFFS FOR DIFFUSERS SHALL BE THE SAME ,AND SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED' AT THE AIR HANDLING UNIT. „ INSULATE ALL CONDENSATE LINES WITH 1/2" THICK CLOSED CELL FOAM INSULATION. PROVIDE A 4 HIGH CONCRETE HOUSEKEEPING , PAD UNDER ALL MECHANICAL . EQUIPMENT,UNLESS OTHERWISE NOTED. PADS SHALL BE 4" LARGER THAN THE ` EQUIPMENT ON ALL SIDES. EDGE OF ROOF TOP :UNIT ��` ROOF TOP , • ALL MECHANICAL' WORK SHALL MEET -'ALL THE REQUIR1. EMENTS OF THE "STANDARD OUTSIDE AIR CALCULATION AREA AREA (SF)* CFM PERSON** CFM RETAIL SPACE 5,835 0.30, 1,750 TOTAL REQUIRED D R E 1,750 TOTAL SUPPLIED ,1,750 * PER ASHRAE STANDARD 62-1989 * * NET OCCUPIED FLOOR :AREA MECHANICAL CODE' r T- IS THE RESPONSIBILITY OF, THE,,MECHANICAL INSTALLER TO PATCH AND REPAIR ANY DUCT OPENINGS, WHICH RESULT FROM THE RELOCATION AOR 'ELIMINATION OF ANY EXISTING AIR DEVICES. THE PATCH IS TO BE OF.,A SIMILAR MATERIAL TO THE REPAIRED DUCT AND TO BE SEALED IN ACCORDANCE WITH SMACNA STANDARDS, n ? .. _DU T. S 0 N. T . E.,D A, N R C OR Q . ,., R 1y�yn� : Gij. r<<, 'ti.a....g ,.gssl`.'sR..,.,,,... .a., ,..", S,I,r,..r.,, .. _ 3.' .m,G C.. .l'.!„".....a_..,i::�. REFERENCE IhOCATIgNS'Y QNLX, THE FINAL PLACEMENT OF "THEyDETECTOR IN THE DUCTWORK' , MANUFACTURER'S INSTALLATION NSTR UCTIONS.APROMDE A PRESSURE DIF ER QUIREMENTSONTIALETEST AND THE MANUFACTURER'S TEST KIT. A COPY OF ALL TEST DATA WILL BE MADE AVAILABLE, AT THE FINAL INSPECTION, PROVIDE READILY ACCESSIBLE DUCT ACCESS DOOR FOR INSPECTING AND SERVICING THE DETECTOR. DIVISION 16 SHALL. FURNISH;IDETECTOR, DIVISION 15 SHALL ♦Llnnl\Mnl/11: A/. 1'.11111' 1- - f11^TI'ATlrl .: }:,:., :,. ,...r: .. .- .. :,.. - x. a -. '."- •.. :,:. ., ... F., ,..,. : rrl � — — ,,.,: r t t : Ir e r , P UM I :, . I_N Q GEHERA t'N 9JES 1-1 2CW ROUTE TO EXISTING r METER LOCATION. PROVIDE CONNECTION +r ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL STATE °AND 'LOCAL CODES THIS SHEETI THIS , SHALL INCLUDE, BUT NOT BE LIMITED TO, THE STANDARD PLUMBING CODE. *,REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND •'INSTALLATION TO r INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS SHOWNON THE PLANS AND AS REQUIRED. • ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT, • ,VERIFY LOCATION OF EXISTING WATER`SERVICE AND THE LOCATION/INVERTS OF SANITARY' PIPING PRIOR TO INSTALLATION. 4 'THIS CONTRACTOR 'TO , DO ALL CUTTING 'AND" PATCHING REQUIRED ,TO INSTALL ANY PORTION OF THIS WORK., PATCH WITH NEW MATERIALS OF THE SAME TYPE, THAT WAS REMOVED. REFINISH PATCHED SURFACE TO •MATCH EXISTING 'ADJACENT SURFACES. 0 ALL WORK ASSOCIATED WITH THESE PLANS ,SHALL NOT PASS THRU OR ABOVE ANY ROOM DESIGNATED 'AS AN ELECTRICAL ROOM. • 'IT IS IN THE INTENT OF THESE' DRAWINGS TO COYER 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. • ALL 'WORK, BOTH ;MATERIAL AND + INSTALLATION, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER, I SYMBOL DESCRIPTION NEW SPRINKLER TO. MATCH EXISTING EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO BE REMOVED RELOCATE ' EXISTING SPRINKLER 0 TO Q NEW LOCATION W t 200109 10j J C12) SPRINKLER LEGEND SYMBOL DESCRIPTION NEW SPRINKLER TO. MATCH EXISTING EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER TO BE REMOVED RELOCATE ' EXISTING SPRINKLER 0 TO Q NEW LOCATION --r--------------- ------ ---------------- -__-_-�� L--------------------------------- --------------._�, I I Oerl ng ' I Profas$lQnals� lnca Mechualcul'Enginepr EB -0150643 0 YV`Ci9y8ramd SUM Sug TarnpQ.'FL `:!36(16 _ (813) 251-,68 8, Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32603-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 000PYfIpHr AM nparb, pWo, pooN *nv,,. dw. W Ar wElrwtk kafwb w of *«vto� rwnaMi tM p�pp� of CYlgd It POWnwt, Mg51t+4b Wad & Pv*wn " slob of oomrnan low, **wbory ad otlw mmrnd fvl* In"1'' 0! the oop�rfp d #Mato. My w or rwrrodwUm of ioa nsM wrd* t cm� of F�datd pv= low a z 0 1 0 0_ C ❑ Q Q J o �U�LL o W Q w U�(D -I 00 U �� REVISION � 1 � 1 � 1 1 � I W z 200109 U) AS SHOWN t--. 09-29-00 DRAWN SMFI CHECKED GS Q. L.L. 0 M Q U- ❑ ❑ Q .Woo zo— v � W W W � O• Q d C� 0 w }-- 0.U- v Q z0 !— a LU REVISION � 1 � 1 � 1 � 1 � I PROJECT NO. 200109 SCALE AS SHOWN DATE 09-29-00 DRAWN SMFI CHECKED GS SHEET i i i METER 1 ^o —I -A Ii 17 \ B:5,7 EF -2 w3a i i 011"14,011 B-2,4 B-1,3 1 r A— B-9 ` I/ \I Ev �i r___y WP GFI r"_ -I F--1 I I I I RTU -3 I �-jI RTU -4 1 1 F--1 r--1 I I I I RTU -1 I I RTU -2 I B-6 I i -- ------ L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J POWER PLAN SCALE: 1/8"=l' -O' 3 3 3 3 POWER PLAN NOTES: u'J 1. REFER TO MECHANICAL EQUIPMENT POWER WIRING DETAIL ON SHEET E-2 FOR CIRCUITRY AND DISCONNECT MEANS. 2. (1) 3" EMPTY CONDUIT WITH PULL WIRE TO PROPERTY LINE FOR TELEPHONE SERVICE. COORDINATE WITH LOCAL TELEPHONE CO. FOR EXACT ROUTING AND POINT OF TERMINATION PRIOR TO INSTALLATION. LIGHTI,.NQPLAN SCALE: 1/8"=l' -O" LIGHTING PLAN NOTES: 1. FIXTURES SHALL BE TYPE "A" UNLESS OTHERWISE NOTED. 2. ALL EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED TO AN UNSWITCHED LOCAL LIGHTING CONDUCTOR. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com OCOPYR MT AN reparts, plana spedficauandL computer Neo, field data, notes and other doolenents am instruments of service prepared by Cuhoci JI Peterson. Architects as Instruments of eer`ice remain the property of Cuhod R Peterson. Architects. Cuhad t Petary n shah retain all oommon low, etatuatory and other reserved rights. Including the copyight thereto. Any use or reproduction of this documnsnt wlthaut written permission ham Cuhad R Peterson Is a nidation of Federal oopytight lows. z O O � 0. L.L.. 0 OQ UO W M J ~ C O Ce) Q J W w LL � U) W 0 Q W USO 000 z 00 Q w__ i ����'' r' 1 ��W VJ �_ TQ CL7 Z U? L.L � r*-- cC i cn Q Q 0 — Wz0 u o Who 0 �0� W 0�'0 z �� W Z z L w L -u a U. M O 7 J Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Croy Street : Tampa, Fiorido 33609 Telepnone (813) 287-2719 Fax (813) 287-5704 EG #0004221 : PE #17286 REVISION I I I I I i I PROJECT NO. 200109 SCALE AS SHOWN DATE SEPTEMBER 29, 2000 DRAWN ATM CHECKED SHEET E-1 x A-1 -7 A 13,5 i (AVIA T/C) Al N C 0 • x tr oC1> X ---- AlNL A2 ILI 31 2 r 5 -L - II� rr A2 F I 5 A2I 4 I I I I I E3 i 4 2 Al N EM I I I Al NL 5 I i I T3 4 I I I I I - i I I I 3 15 j 4 I I P34 I I I I 5 4 I I I I 2 4 I I I I I I EM _ 4 EMj I I I I 1 NL ' T I Al N I i I i i i i I I I I I I 4 I I i I i I I � 4 I I I I I I I li 4 i I I I i 4 EM EM I I I � � 1 NL I 5 1 N I I _ 4 2 I I I I " I I I I i 4 _ i I I I I I j 4 2 1 (TYP') I I I 2 4 j (TYP.) 2 I I I I A1' wp CONNECT TO GC 1 CKT. A-7 10 S ON 11. - ----TA-6 (VIA T/C) LIGHTI,.NQPLAN SCALE: 1/8"=l' -O" LIGHTING PLAN NOTES: 1. FIXTURES SHALL BE TYPE "A" UNLESS OTHERWISE NOTED. 2. ALL EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED TO AN UNSWITCHED LOCAL LIGHTING CONDUCTOR. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com OCOPYR MT AN reparts, plana spedficauandL computer Neo, field data, notes and other doolenents am instruments of service prepared by Cuhoci JI Peterson. Architects as Instruments of eer`ice remain the property of Cuhod R Peterson. Architects. Cuhad t Petary n shah retain all oommon low, etatuatory and other reserved rights. Including the copyight thereto. Any use or reproduction of this documnsnt wlthaut written permission ham Cuhad R Peterson Is a nidation of Federal oopytight lows. z O O � 0. L.L.. 0 OQ UO W M J ~ C O Ce) Q J W w LL � U) W 0 Q W USO 000 z 00 Q w__ i ����'' r' 1 ��W VJ �_ TQ CL7 Z U? L.L � r*-- cC i cn Q Q 0 — Wz0 u o Who 0 �0� W 0�'0 z �� W Z z L w L -u a U. M O 7 J Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Croy Street : Tampa, Fiorido 33609 Telepnone (813) 287-2719 Fax (813) 287-5704 EG #0004221 : PE #17286 REVISION I I I I I i I PROJECT NO. 200109 SCALE AS SHOWN DATE SEPTEMBER 29, 2000 DRAWN ATM CHECKED SHEET E-1 N 1-#3 E.G. IN 3 1/2"C, POWER RISE DIAGRAM - NOT TO SCALE TOTAL CONNECTED LOAD: 85.6 KW ® 480V., 30 = 103 AMPS EQUIPMENT GROUND BAR CONNECTION OF FULL SIZE GROUND CONDUCTOR TO BLDG. STEEL AND FOUNDATION REINFORCING STEEL -- I FULL SIZE SERVICE EQUIPMENT NEUTRAL BONDING BUS JUMPER ENCLOSURE (TY') -FULL SIZE GROUNDING CONDUCTOR PER N.E.C. 250-94. (SEE POWER RISER DIAGRAM) rEXTERIOR METAL WATER / PIPE PER N.E.C. 250-80. f -5/8" x 20'-0" COPPER GROUND ROD (TYP. OF 2) 6'-0" MIN, rcundi Electrode Conduct®r Detail NO SCALE ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. 30/3/30 D.E.7 120V. J f RTU -1.2.3.4 '^p A-31,33,35 A-32,34,36 A-37,39,41 A- 38, 40, 42 REFER TO PANEL SCHEDULES FOR WIRE AND CONDUIT SIZES MECH, EPUIP. POWER WIRING DETAILS N.T.S. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH --IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). �ANSFORMER SQUARE 'D' 3H _ #1 /0' -#6 E.G., 12"C. ND SURFACE MOUNTED PANEL "A89 MAIN BKR - 277/480V., 30, 4W, SQUARE -D TYPE "NF", 22,000 A.I.C. (INTEGRATED) MAIN LUGS 400A POLE TRIP NO. AMP BKR POLE WIRE GND WIRE COND SERVES LOAD V.A. POLE NO. TRIP AMP BKR POLE WIRE GND WIRE COND SERVES A 0 B C 0 1 20 1 2#10 1#10 1/2" NIGHT LIGHT/EMERG./EXIT LTG. 900 > 2458 RECEPTACLES 2 4 20 20 1 1 3#10 1#10 1 1/2" SALES LIGHTING 2x22 564 3 20 1 3#10 1#10 1/2" SALES LIGHTING SALES LIGHTING 2052 5 20 1 SALES LIGHTING 6 20 1 2#10 1#10 3/4" TENANT SIGN 1O0Q 7 20 1 2#10 1#10 3/4" EXTERIOR LIGHTING 8 - 1 - - - SPACE ONLY SPACE ONLY 9 - 1 - - - SPACE ONLY 10 - 1 - - - SPACE ONLY = 11 1 - - - SPACE ONLY - - - SPACE ONLY LU 19 1 - - SPACE ONLY 20 13 - 1 - - - SPACE ONLY 14 - 1 - - - SPACE ONLY 23 -1 15 - 1 -- - - SPACE ONLY 16 - 1 - - - SPACE ONLY = 17 -- 1 - - - SPACE ONLY 18 - 1 -- - - SPACE ONLY = t9 - 1 -- - - SPACE ONLY 20 - 1 - - - SPACE ONLY — 21 - i - - - SPACE ONLY 22 - 1 - - - SPACE ONLY _ 2380 <1580 5561 23 - 1 - - - SPACE ONLY 24 - 1 - - - SPACE ONLY _ 25 - 1 - - - SPACE ONLY2424 26 60 3 316 1#10 1" 45 KVA XFMR. 5561 27 - 1 - - - SPACE ONLY 28 29 - 1 - - - SPACE ONLY 30 5561 31 33 30 35 3 3#10 1#10 3/4" RTU -1 32 30 3 3#10 1#10 3/4" RTU -2 5561 < 5561 34 5561 < 36 5561 5561 37 39 30 41 3 3#10 1#10 3/4" RTU -3 38 30 3 3#10 1 #10 3/4" RTU -4 5561 40 556i < 42 5561 TOTAL CONNECTED LOAD: .IIS. KVA (103 AMPS) TOTAL DEMAND LOAD: $$,,Z KVA (14Z AMPS) CONNECTED V.A. PER PHASE 29064 29134 27393 LIGHTING: ] 5 KVA O 1.25 D.F. a 15.6 KVA A/C: JQ.2 KVA O 1.00 D.F. _ 66.7 KVA MISC: 6,4 KVA 01.00 D.F. ¢:� KVA CONNECTED AMPS PER PHASE 105 105 99 SURFACE MOUNTED PANEL "B" MAIN BKR 150A 120/208V., 30, 4W. SQUARE -D TYPE "NQOD", 10,000 A.I.C. (INTEGRATED) MAIN LUGS - POLE TRIP BKR NO. AMP POLE WIRE GND WIRE COND SERVES LOAD V.A. POLE N0. TRIP BKR AMP POLE WIRE GND WIRE COND SERVES A 0 B 0 1 C 0 1 20 1 3#12 1#12 1/2" RECEPTACLES 2 20 1 3 2 1 12 1 2" RECEPTACLES # / RECEPTACLES 900 3 20 1 RECEPTACLES 4 20 1 900 260 5 20 1 3#12 " 1#12 1/2- EWC 6 20 1 2#12 1#12 1/2" SHOW WINDOW RECEPTACLES 720 7 20 1 RESTROOM RECEPTACLES 8 20 1 2#12 1#12 1/2- EF -1, EF --2 264 9 20 1 2#12 1#12 1/2" 1 RTU RECEPTACLES/SMOKE DET. 10 - 1 - - - SPACE ONLY Cf) 11 - 1 - - - SPACE ONLY 12 - 1 - - - SPACE ONLY 13 - 1 - - -- SPACE ONLY 14 - 1 - - - SPACE ONLY = 15 - 1 - - - SPACE ONLY 16 - 1 - - - SPACE ONLY = 17 - 1 - - - SPACE ONLY 18 - 1 - - - SPACE ONLY LU 19 1 - - - SPACE ONLY 20 - 1 - - - SPACE ONLY _ 21 - 1 - - - SPACE ONLY 22 - 1 - - - SPACE ONLY = 23 -1 - - - SPACE ONLY 24 - 1 - - - SPACE ONLY = 25 - 1 - - -- SPACE ONLY 26 - 1 - - - SPACE ONLY = 27 - 1 - - - SPACE ONLY 28 - 1 - - - SPACE ONLY _ 29 - 1 - - - SPACE ONLY 30 - 1 - - - SPACE ONLY _ 31 — 1 — — — SPACE ONLY 32 — 1 — — — SPACE ONLY _ 33 — 1 — — — SPACE ONLY 34 — 1 — — — SPACE ONLY 35 — 1 — — — SPACE ONLY 36 — 1 — — — SPACE ONLY — 37 — 1 — — — SPACE ONLY 38 — 1 — - — SPACE ONLY j 39 — 1 — — — SPACE ONLY 40Ell ACE ONLY = 41 — 1 — — — SPACE ONLY 42 — 1 — — —ACE ONLY TOTAL CONNECTED LOAD: §� KVA (]O AMPS) TOTAL DEMAND LOAD: §A KVA (111 AMPS) CONNECTED V.A. PER PHASE 2424 2380 1550 REC£PT.: 52 KVA, FIRST 10,000 O 100%, REMAINING O 50% = � KVA A/C: Da KVA O 1.00 D.F. — 9,1 KVA MISC: Q,.4 KVA 0 1.00 D.F. — M KVA 1 CONNECTED AMPS PER PHASE 20 1 20 - 13 Cuhaei & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET. www.c—p.com 0 COPYPoCHT All reports, plans, epsdflcotlons, oomputor floe, Hold date, notes and other documents oro Instruments of woke preparedby Cuhocl & Peterson. Architects as Instrumento of service remain the prcpxty of Cubocl & Peterson. Archlteots. Cu of & Potsreon shad retain all common low. statuotory and other rsoerved ruts, hdud6p the copyyrrlyht thereto. Any use or reproduotlen of thla document without written permisebn from Cuhaa & Peterson Is a vldatlon of Federal eop"Pk t lawn. Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 'Neat Cray 3lreet ; Tampa. Florida .73609 Telephone (817) 287-2719 Fax (613) 287-5704 EU #0004221 : PE #17256 IREVISION PROJECT NO. 200109 SCALE AS SHOWN DATE SEPTEMBER 29, 2000 DRAWN ATM CHECKED SHEET e� 0 W Ci...., Lo ppyy C,_ _L 0 `0 LLJ 0 LO Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 'Neat Cray 3lreet ; Tampa. Florida .73609 Telephone (817) 287-2719 Fax (613) 287-5704 EU #0004221 : PE #17256 IREVISION PROJECT NO. 200109 SCALE AS SHOWN DATE SEPTEMBER 29, 2000 DRAWN ATM CHECKED SHEET e� W Lo ppyy 0 ZOE Cf) � � _j zz 0 OL Q U w 0) OL Nis 0 EL LL C� LU Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 'Neat Cray 3lreet ; Tampa. Florida .73609 Telephone (817) 287-2719 Fax (613) 287-5704 EU #0004221 : PE #17256 IREVISION PROJECT NO. 200109 SCALE AS SHOWN DATE SEPTEMBER 29, 2000 DRAWN ATM CHECKED SHEET e� 1. ELECTRICAL SPEC MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION FI A CNS 19. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING 0 OF THE NATIONAL ELECTRIC CODE, THE LATEST EDITION OF N.F.P.A., AND THE LATEST EDITIONS SYSTEM AS SHOWN ON PLANS, ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH r OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE 20. NOT USED ABOVE MENTIONED CODES. 21. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BY G.E. & SIEMENS ONLY WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, SHALL NOT BE USED. OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN 21.1. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD O HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT -.' PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL.NOT.BE ACCEPTED. . . 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS C WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF 21.2• ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED THIS SYSTEM BY THE ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. ON ALL PANELS AND SWITCHGEAR, PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 4. ALL WORK TO BE COORDINATED WITH OTHER 'TRADES TO AVOID INTERFERENCE WITH THE 22. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL ca PROGRESS OF CONSTRUCTION. SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. WHERE RIGID STEEL 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST -RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. Q crj 23. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S aLL DAMAGED THEREBY. SCHEDULE. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF 24. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID PROPERTY DAMAGE FOR THE DURATION OF THE WORK. GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALL BE NO TYPE 'NM', 'MC', ELECTRICAL NON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED, EXPOSED 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND ON ROOF. TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 24.1. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL 208V SYSTEM 480V SYSTEM RHASE SEQUENCE NEUTRAL -WHITE NEUTRAL - WHITE ABC, TOP TO BOTTOM BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 PHASE B - RED PHASE B - ORANGE TO BACK AND'LARGER TO BE STRANDED. PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON -- GREEN 11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4m, GALVANIZED RIGID STEEL CONDUIT OR 25, CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC STANDARDS. PAINT, KOPPER 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 26. CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR LIGHT FIXTURES, SWITCHGEAR, OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, 12. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, THREADED HUBS CAST ALLOY WITH . SECURITY, ETC.) PROVIDE TWO (2) COPIES, TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. APPROVAL TO .SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BECONSIDERED ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS 13, DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR/ PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO ELECTRICAL ENGINEER FOR ITEMS INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SHOP DRAWINGS WILL ONLY BE REVIEWED 13.1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS 27. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE CLASS L. BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO 14. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE TO INDICATE FIELD CHANGES. MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY ,REED UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND AND BECOME PROPERTY OF THE ARCHITECT, PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. 28. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE A. SWITCHES: LEVITON #CSB1--20I CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE B. RECEPTACLES: LEVITON #BR20-I CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR C. COVER PLATES: SMOOTH PLASTIC PERFORMANCE THE WORK INDICATED BY THE REVISED DRAWINGS OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL N_ I PROCEED WITH THE REVISED WORK WIlhOU PRIOR WRITTEN APPROVAL BY 15, IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE THE ARCHITECT/ENGINEER OF THE COST OF THE REVISED WORK. 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 29. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR PROPER WORKING ORDER. ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. IF ELECTRICAL 16. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT/OWNER WILL NOT BE COMPENSATED. BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 30. CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF THE PROPOSED SITE LIGHT FIXTURE PACKAGE A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-95 OF THE N.E.C. APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWING. ALL PROPOSED CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE SITE FIXTURES SPECIFIED AS THE 17. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL BASIS OF DESIGN; HOWEVER, IF THE SITE FIXTURE IS NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. ALTERNATE SITE FIXTURES SHALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. INCLUDE A COMPUTER GENERATED POINT -BY -POINT PHOTOMETRIC CALCULATION BASED ON THE 18. PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN, COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. Q CUhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2548 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com ®arMH T All reports, plana spedfkatl rre, computer flea, field data, notes and other documamte we iuetruments of service prepared by Cubed & Peterson, Architects as instruments of service remain "w prcparty of Cubed & Peterson, Architects. Cuhacl Ec Pstrrsnn ohdl Wain all common law, atotuatory and other reserved rights, including the copyright thereto. Any use or reproduction of this document without written pwmisabn from Cubed & Peterson is a vtowtkn of Fedwal cop)r*t lawn. Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 'N -t Cray Strani : farnpo, Florida 33609 ToWphono (913) 297-2713 Fux (313) 287-5704 EU ,#0004221 : PE j#17296 REVISION I I I PROJECT NO. 200109 SCALE AS SHOWN DATE SEPTEMBER 29, 2000 DRAWN ATM CHECKED rte, To SHEET 0 L Oft e r '. '- L 0. cor O -.' t. C R + Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 'N -t Cray Strani : farnpo, Florida 33609 ToWphono (913) 297-2713 Fux (313) 287-5704 EU ,#0004221 : PE j#17296 REVISION I I I PROJECT NO. 200109 SCALE AS SHOWN DATE SEPTEMBER 29, 2000 DRAWN ATM CHECKED rte, To SHEET L Oft e r L 0. �s t. C Q Z0 E ca Q crj 0z LL .ca W aLL M Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 'N -t Cray Strani : farnpo, Florida 33609 ToWphono (913) 297-2713 Fux (313) 287-5704 EU ,#0004221 : PE j#17296 REVISION I I I PROJECT NO. 200109 SCALE AS SHOWN DATE SEPTEMBER 29, 2000 DRAWN ATM CHECKED SHEET L Oft e I" i , i y r t ,ILD v . ,19 PIT �r G� 1 ut "U- i • ARPi CFFtO' Ir ttf.,C.sli'I(, DEPT. AIND CONDITIONALLY JF�EEf�T'`u k F 6.I1T, C h tP4'A ISSUED SHALL 135e A LICE' 'TO PROCEED s+VI`r" 7F1, rer� AI'dL`1 "Or AS AUTHORITY TO VIOLATE. C' ..T .R. 0 cj_'. A!,ADE ANY OF "THE �', J I' 1x'-i'•!i;', ! CODES, NOR SHALL )F A ps'R,H,� _.o=rrli-HE BUILDING c ic7 •>,' ,%;.....ry r.°t?.,alitlNta A CORREC- F CONSTRUCTION %i, ^. sis�'i3 Y'OI,A'I'iatlS OF' ri��- t;GuES. City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS EE. Accessibility Codes 1997 w FL Enefgy Code 1997 f . 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X� 2 h n. ® Ti' X G �' • ors•r • .pa_ .•vim7CHAloN • r ��_+ mss_•_ 4 *++_+- x 5 POLE ° �y v x X X P ���_ "� ii ii 925'01" 267.44' ° ,q Di I I I I lb �j Crl I I I��� � � J LINK FENCE°�x V I �' II ; �. I I �, r II q I I I I �,I p \ Cp ,>�I O � �� �ti x� • I x\ II I 4 y I I I II p I I I I °° I I II �I II ® \ / Q ` �� I I I I I I o o X� � �( I -h.b I I I p p � � I II �' �' II II \\ II 11 a I� x�° \�� x� 0 I I I I L._�I II Ole 49 9 8 � � �, _ a _ 11° PROJECT NO, M-280 n, Qa`y p SIGN' II II p �`' x o° • wr .w� • o • �II�a� �� MWW'•�aire • r�l� rr1� •�it�� • ®!� t �w o • �w aaw • ®� x ° x • •s'a .Y�s • ®�• s afire. FIs • ®�®./ • rieo �lor� • �s ®ur • •enw • �s RANCH \ ° II • ®� •, �I� •/� as • �b ��� v • �� Y� � • • •, �!°Aw•` ��! �� t7, �1. • �� • �1� rr� • G �� • x �� ANCHOR POLE POLE ft �� X �4' .' J' uavwn J A1�u:. SANITARY MANHOLE d FROth 1 �� MANHOLE TOP=50.24 �y� 1� ?� TOP -48.34 NV I40. ° X a O -A&R-P 0 R -T -B 0 UL&VA-R SANITARY MANHOLE TOP -48.47 INV -41.26 r PROJECT NO, M-280 t ISI l d- :38,-6" NISI BART: a s a s NEyY RECEIVING & COMPACTOR 0 j GENARAL PLUMBING NOTE: NIP AREA IS NOT PART OF THIS O 0 1. 1. ALL WORI< SHALL BE IN STRICT ACCORDANCE WITM TENANT INTERIOR RENOVATION. M :38,-6" NISI BART: - I \✓ \f _I/ y "i wy `✓- NEyY RECEIVING & COMPACTOR 0 j GENARAL PLUMBING NOTE: NIP AREA IS NOT PART OF THIS O 0 1. 1. ALL WORI< SHALL BE IN STRICT ACCORDANCE WITM TENANT INTERIOR RENOVATION. M INiDICATE IT IS INCLUDED IN ROSS >- z l-- • WCL - STORES' INTERIOR WORK UNDER / CL COiMPLY WITH STATE, LOCAL, AND FEDERAL HAOCAPP D LLJ cit) SEPARATE PERMIT (PHASE 2). i (i OVV)d0zV)of a-•� Uo%o w z� I � Q V) r - �¢Q� I- GENERAL MECHANICAL NOTES: v, L 1. EXISTING HVAC TO REMAIN. REVISE UCT 'WORK AND 1. PROVIDE 6ENANT IDENTIFICATION SIGN[ AT REAR D80R P R DEMISING PARTITION DISTRIBUTION[ SYSTEM AS REQUIRE BY NEW PLAN. PROVIDE LANDLORD'S CRITERIA. STOREFRONT SHOP DRAWINGS AS REQUIRED BY HE BUILDING TENANT TD PROVIDE, FOR CONTRACTOR INSTALLAT ON, (I ) REAR DOOR LL > Ljj DEPARTMENT. JCL CEILING:\ a Ci 0 C) INDUSTRI S MODEL COSMIC 5E. LOCATE EXTING ISHE S AS - 2. CHECK EXISTING AIR -HANDLING UNII THOROUGHLY. CLEAN SHOWN. PROVIDE WALL BRACKETS AND MOUNT CONT OLS < LL a EVAPORATOR COIL AND DRAIN) PAN). PROVIDE NEW FILTERS FF MAX. PROVIDE "FIRE EXTINGUISHER' SILT ON TOILET ROOM � AND CHECK REFRIGERANT. LUBRIC4E ALL FITTINGS, CLEAN ABOVE EACH UNIT. CONTRACTOF SHALL DUST AND DIRT FROM CASING AND FAN WHEEL. VERIFY AIR INGUISHERS INSPECTED AND TAGGED. STOCKROOM WALL WALL FLOW PER MANUFACTURER'S DATA �OR THAT MODEL UNLIT. TENANT'S CONTRACTOR SHALL VERIFY THAT TOIL ROOM'S, 3. VERIFY HVAC SYSTEM IS INJ THE OFTICE AND STOCKROOM COATRACK ` AND EXTEND SYSTEM AS REQUIRED[[. AND I INSPECTIONS & CERT. 4. REUSE EXISTING THERMOSTAT. RELOCATE IF REQUIRED BY POST ON OF OCCUPANCY 4. PROVIDE NEW FLOOR PLAN. PROVIDE PROTE TIVE LOCKABLE COVER BULLETIN! BOARD SLAPNALL CRITERIA, UNLESS PROVIDED BY LANDLORD. FOR -THERMOSTAT IN SALES AREA. CARPET TILE _ 5. INSTALL DECALS ON STOREFRONT GLAZING AS INEICATED ON 5. INITIATE, MAINTAIN AND SUPERVISE `LL SAFETY PRECAUTIONS M CHECKOUTS AND PROCEDURES. E SAFE k j LOWER DECALS SHALL BE INSTALLED ON THE INTERIOR BOLT SAFE TO l 6. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. STOCKROOM SHELVING s -- GENERAL ELECTRICAL NOTES: - 1. ALL 'WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 6. PROVIDE BO REAR DOOR, AS XTERIOR LIGHT ABOVE /C r Rr �ED APPRq / DOMES NATIONAL ELECTRICAL CODE ANID A L APPLICABLE STATE BY LAND ORD, IF ONE DOES NOT EXIST WITHIN STOREFRONT DECALS AND LOCAL CODES. REAR D EXTERIOR SIGNAGE I 2. ALL WIRING SHALL BE IN CONDUIT, UON. ALL CONDUIT SIGNAGE SHALL BE RUN CONCEALED EXCEPT WHERE APPOVED LOCKERS - 3. EXISTING RECEPTACLES IN SALES A EA TO REMAIN. PROVIDE UNLESS UNDERCANOPY SIGN[ ADDITIONAL RECEPTACLES AS REQU RED BY THE PLAN. LANDLORD WATER ;COOLER (RELOCATE RECEPTACLES TO 3" AFF HORIZONTALLY IN SERVICE''. SINK 1 STORES LESS THAN 6,000 SQUARE[ FEET OR AS DIRECTED BY TENANT. MODIFICATIONS HVAC.. BY TENANT'S :38,-6" NISI BART: - I \✓ \f _I/ y "i wy `✓- DATE 0 j GENARAL PLUMBING NOTE: NIP C O 0 1. 1. ALL WORI< SHALL BE IN STRICT ACCORDANCE WITM THEI M INiDICATE clC >- z l-- _ WCL - LtL'- z CL COiMPLY WITH STATE, LOCAL, AND FEDERAL HAOCAPP D LLJ cit) OVV)d0zV)of a-•� Uo%o w z� I � Q V) r - �¢Q� I- WORK NOTES: v, L 1. PROVIDE 6ENANT IDENTIFICATION SIGN[ AT REAR D80R P R DEMISING PARTITION LANDLORD'S CRITERIA. STOREFRONT 2. TENANT TD PROVIDE, FOR CONTRACTOR INSTALLAT ON, (I ) REAR DOOR LL Ljj 2A-10BG RATED FIRE EXTINGUISHERS SIMILAR T JCL CEILING:\ a Ci 0 C) INDUSTRI S MODEL COSMIC 5E. LOCATE EXTING ISHE S AS LU LIGHTIN(' .(GENERAL) SHOWN. PROVIDE WALL BRACKETS AND MOUNT CONT OLS LIGHTING (OTHER) LL a AT 54" FF MAX. PROVIDE "FIRE EXTINGUISHER' SILT ON TOILET ROOM � WALL DI IECTLY ABOVE EACH UNIT. CONTRACTOF SHALL HAVE EX INGUISHERS INSPECTED AND TAGGED. STOCKROOM WALL WALL 3. TENANT'S CONTRACTOR SHALL VERIFY THAT TOIL ROOM'S, -OFFICE MIRROR PANELS COATRACK ` ) MEET ALL APPLICABLE LOCAL, STATE AND I INSPECTIONS & CERT. FEDERAL ACCESSIBILITY CODES AND LAWS. POST ON OF OCCUPANCY 4. PROVIDE JNDCERCANOPY SIGN, IF ALLOWED PER NDLO BULLETIN! BOARD SLAPNALL CRITERIA, UNLESS PROVIDED BY LANDLORD. CARPET TILE _ 5. INSTALL DECALS ON STOREFRONT GLAZING AS INEICATED ON PAINTING ; STORCEFR NT ELEVATION. THE UPPER DECALS SHALL ItE CHECKOUTS INSTALLS ON THE EXTERIOR FACE OF GLAZING ND T E SAFE LOWER DECALS SHALL BE INSTALLED ON THE INTERIOR BOLT SAFE TO FACE OF THE GLAZING. ALL DECALS SHALL BE LEGIBLE FLOOR STOCKROOM SHELVING s -- LLETI N : BOARD - MEDECO LOCKS 6. PROVIDE BO REAR DOOR, AS XTERIOR LIGHT ABOVE /C r Rr �ED APPRq / DOMES � BY LAND ORD, IF ONE DOES NOT EXIST WITHIN STOREFRONT DECALS REAR D EXTERIOR SIGNAGE I INTERIOR WALL SIGNAGE LOCKERS UNLESS UNDERCANOPY SIGN[ PROVIDED BY LANDLORD WATER ;COOLER SERVICE''. SINK 1 MODIFICATIONS HVAC.. BY TENANT'S [TRACTOR MODIFICATIONS ELECTRICAL SERVICE BY TENANT'S CONTRACTOR SPRINKLERMODIFICATIONS MODIFICATION BY TENANT'S CONTRACTOR OVERHEAD DOOR n 51 10'-0" 7 214'-0" 23'-6» 3'-61I 6'-0" I I 4. PROVIDE BREAKER LOCKS ON THE 2) SIGN CIRCUITS, �. V� �..,-\:.V �..-= ...-. •. �� �� SPACE�� �\ CONSTRUCTION NOTES: DEDICATED RECEPTACLES 11\1 THE 0 FICE AAND AT THE - - `--__moi CHECKOUT, FOR THE ALARM AND MIGHT LIGHTS. SIGN NEW RETAIL CIRCUITS SHALL BE GROUNDED. I I 1• I S ' �n (ROSS 1. CON HALL COMPLY WITH ALL APPLICA&E L ,CAL, STATE, A ID NATIONAL CODES AND REGULATIONS, AND PITH 5. FIELD VERIFY LOCATION OF THE JUNCTION BOX AND PHASE - LAND -OR CRITERIA. f L COORDINATE INSTALLATION OF STO EFRONT SIG A ALA SIGN WITH W/ TENANT'S SIGN CONTRACTOR AND LANDLORD'S CRITERIA.� �� SQ.FT. � 2. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PL WOO .< INSTALL TINIER FOR SIGN AND LOCATE CONTROLS NEAR THE ) SHALL BE FIRE RETARDANT TREATED PER CODE AND E ' OFFICE. I I I, LANDLORD CRITERIA. 6. ADD CIRCUIT BREAKERS AS REQUIRED. VERIFY SPACE > 3. ALL FINIS MATERIALS SHALL MEET FLAT+IE SPREA ANDI AVAILABLE FOR NEW CIRCUITS. 1�� .� SMOKE EVELOPMENT RATING CLASS C (OR CLAS 3). 7. PROVIDE NEW LIGHT FIXTURES TO MATCH EXISTING WITH 4. 'WALL CONSTRUCTION BY THE TENANT'S CONTRACTDR IS fi�tt,, w ]? , ' ENERGY SAVING T-8 BULBS N C N ;�:� •.a ) SHOWN HATCHED. � N AND �jLE TRO JIC BALLASTS. I ,. REFER TO REFLECTED CEILING LEGEND FOR FIXTURE TYPE. - - - - - - - - _ 5. TENANT'S CONTRACTOR SHALL FIELD VERIFY ALL IMENI IONS �...v�\ f J/...-�.•-.._�.. �\ ,\ -� _� 1, _�* Y�� / AND EXI TING CONDITIONS PRIOR TO BID TO D ERMIN 0j THE EXT NT OF WORK. THE CONTRACTOR SHALT NOTTY > THE ARC ITECT AND THE TENANT OF ANY DISCREPANCIES �n - - -- - - }� - - - - PRIOR TO BIDDING, - - - 6. ALL MATE [ALS INDICATED ARE NEW UNLESS SPEgIFICAL�Y ' NOTED A EXISTING AND SHALL BE PROVIDED B` THE TENANT'E CONTRACTOR UNLESS OTHERWISE NOTED. R FER TO THE ESPONSIBILITY CHART THIS SHEET. EXISTING DEMISING WALT_ ( I (I' 7. ALL EXISTING MATERIALS TO REMAIN 'WHICH ARE QAMAG D OR OTHCRWISE DISTURBED BY THE CONTRACTOR'S • , . OPERATI IIS SHALL BE PATCHED OR REPAIRED TD MATH THE EXI TING ADJACENT MATERIALS SO THAT THE REPAIR IS IMPERCEPTIBLE. co 8. DURING T�E COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY CODE VIOLATION[ Ki 10'NN FO HIM OR DISCREPANCY WITH THE DESIGN, CONTR CTOR SHALL N TIFY THE ARCHITECT OF SUCH IMMEDIA ELY. 157'-8» �, 9. CONTRAC OR SHALL ASSEMBLE AND INSTALL Ir l\%jUUC:FS IN STRICT ACCORDA*CE-W'TI1 )> MANUFAITURER'S RECU�\/iMENDATIONS AND ( INDUSTRI L/ASSOCIATION STANDARDS. - - - nrrr�T r r ' T'S CGi`JS Rt�cTIGNJMANUAL FeR ^ T r, I -r.,�crrr SPECIFICATIONS NOT SPECIFIED HEREIN, I 11. FIELD VEgIFY AND/OR REPORT ASBESTOS-CONTAIrv�ING MATERIAL TO ARCHITECT AND TENANT UPON DISCOVER . .- 12. SMOKE AND FIRE PARTITIONS SHALL BE CONSTRUCTED ER THE A1VERTICALLY JTO THE ATED L BOTTOM OF THE STRUCTURE ABOV . - -- - �--'� -- PROVIDF FIRE STOPS ANJD SEAL Al 1 PIPE ANID rnli! 9 10 ) 71 26'-6" I 29'-1" EXISTING BOLLARDS EXISTING REMAIN GENERATOR WITH 1 CHAIN LINK FENCE EXISTING ROLL -UP TO REMAIN[ DOOR > _ x-X�_x X_x - - X FEATHER ASPHALT 'Y.. .. .RE I w ' EXISTING I [EXISTING DOOR TO TO GRADE AS I ) TRANSFORMER [REMAIN REUIRED. i --- --- - i ROOM TO REMAIN Q I i i By: X v w I I Q \ �I I 1 ® 1 1'-9" ; 12' o" ; Sanford Fir P'reve'nt® Mid _ X C103 I I I Date: (" I ' 1oz EXIST HANDICAPPED ACCESIBLE 102 WATER FOUNTAIN[ J ,; � - 1- - - - , ,. �• ;: , ..r NEW SERVICE I -� , SII 1 K \ I I -., ,, ,�--• -- -- - - - - . f- �-- T 2 \i I i PROVIDE 41 42" OPENING FOR COMPACTOR s . C {,>] 5 A- 4 \ I Vii- I COORDINATE OPENING W/ COMPACTOR SUPPLIER. LO I I PROVIDE STRUCTURAL SHOP DRAWINGS FOR \ -- Z A-5 APPROCAL B'( ARCHITECT. \\ - LOCKERS - \\ �) --BOLT TO Y'/ALL \ A -o I(" l 5 1 .101 PAINT 6" 'NIDE (YELLOW) �\ 1 ' - 1 PROVIDE CONCRETE \ I STRIPES @ 16" OC AS PAD AS SPECIFIELD BY DEDICATED EGRESS. I \ I r, I i Z. COMPAGTOR SUPPLIER \ (NIINJ 44" WIDE) \ _ \ ! CD L' 107 I i I PROVIDE 6" STEEL PIPE BOLLARD f 2'-0" 4'0" \�\ ;FILLED W/ CONIC, EMBEDDED x - t -� „ » „ 4 S1 E1 JG UNITS ( �- �.\\\ o I INTO CONJC BASE 18 x 18 x 30 3 2 (� �� ���) ' MIN IN GROUND (TYP OF 4) J V A( \ i I `�.. I o ,. _ \\ u� I ' PAINT YELLOW. -J /. q. � "-V .\ -'._ � v-_/__"/ 'V '...1 -'y^ '.,J, Y. .v.-. �:..•.r _�..•� % \ , � �, �\ - ".% _.1--., < < ,/-i! :1.` .! l �.��,:( ..Y l -•\ , Y - J..f 29'-6" 6'-�» RECEIVE 4low OCT 0 3 2001 5 A-4 .3 4 toll A-4 A-4 I QEFE SALES AREA LEGEND. 2 I 100 » .w 1 r EXISTING DEMISING P/ALL 1 -HOUR FIRE RATED 6 itii_TAL - STUDS @ 16" O.C. WITH TYPE "X" GYPSUM BOARD NEW %°'1 i�SPACE BOTH SIDES UP TO EXISTING STRUCTURAL DECK ABOVE UL NUMBER -U465, I I� I LL :E , >*-TTTTf1-I E.tISTING 8 CONCRETE MASONRY UNIT WALL a HAS - 1� » 1 " - � EXISTING 6 ..METAL STUDS @ 16'-0" O.C. >r// 5/8 DENS A 5 CLASS GOLD SHEATHING AND 3 4 E.I.F.S. TEXTURED LAS / as FINISH. 'EXISTING WALL EXISTING COLUMN ENCLOSURE. PAINT 'WHITE ' a & PROVIDE BRUSHED ALUM.''', » ,1w 'NEW 6" rtIETAL STUD PARTITION TO 5-YAFF. (TYP. OF 4) w ..1._ ' 40 - - - - I - I. ��' X `� ',•,. DETAIL REFERENCE - SECTION REFERENCE EXISTING 1 -HR XX,SECTION SYaVIBOL FIRE RATED °' SHEET. NUMBER DEMISING 'WALL Y ELEVATION[ NUMBER X -�-- WALLS SHOWN IN {' EXISTING XX. ELEVATION DE�LIISING >'�/ALL SHEET" NUNIBER 7 1 /2 55'-0" a ALL CONSTRUCTION TYPES < - - - - - - - - - - - - - REAR D-1113ING `P/ALL: EXISTING MASONRY WALL WITH METAL FURRING CHANNELS AND GWB. PATCH AND REPAIR < TO LIKE NEW CONDITION. PAINT PER FINISH SCHEDULE, i DWG A-7. CHECKOUT COUNTER 36" t TENANT DEMISING WALL: EXISTING METAL STUDS AND < AFF TYP. FIRECODE GWB. PATCH AND REPAIR AS REQUIRED TO < MAINTAIN FIRE RATING PER CODE. SEE DETAIL 1/A5 FOR N I ADDITIONAL REQUIREMENTS. FINISH PER FINISH < - -, - -�T r= �--v-= =-.,. �--.: �._�: - -- - - - - - - - - - - - - --j-- - - - - - -t- - - - - - SCrIEDl,LE, D'WG A-5. I -- t PENETRATIONS WITH SEALANT THAT COMPLIES Mill T.. FIRE SPRINKLER NOTES: MIMMUM FIRE RATED REQUIREMENTS FOR THE P, RTITIgN-( PARTITION[ 'WALL: BY LANDLORD'S CONTRACTOR6" (20 ` DUCT PENETRATIONS SHALL BE PROTECTED WITH SMOKE GA) P+[SIAL STUDS © 16" UC Y`IITII ONE LAYER 5/8" 1. MODIFY EXISTING SPRINKLER SYSTEM+ AS REQUIRED TO l AND/OR FIRE DAMPERS. 1 -, r E E t ACCOMODATE THE FLOOR PLAN. TYPE +C CWr�. EACH SIDE TO ROOF DECK. FIR TAP 3 `r' A--4ALL JOINTS. nCUNSTRUC"TION SHALL CO�dPLY WITH UL < 2. SHOP DRAWINGS OF THE SPRINKLEF� SYSTEM MODIFICATIONS �I i 2 I I: DESIGN 1 #U4o5 FOR ONE HOUR FIRE RATING. TENANT'S S SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED 2 ' � � CONTRACTOR TO SEE DETAIL 2/A-5 FOR ADDITIONAL ' A ( Co j� %;'- - \_ REQUIROMENliS. FINISH PER FINISH SCHEDULE, D'iYG A-5. < �' TO THE APPROPIATE DEPARTMENTS OF THE COUNT( FIRE 4' -Yl 5'- 1 INSPECTION DIVISION), STATE FIRE MARSHALL, INSURANCE I c��l "' UNDERWRITERS, MECHANICAL ENGIN[ ER AND ANY OTHER N PARTITION[ WALL: 3 5/8" (18 GA) METAL STUDS CU' 1 6" < JO�^� OC WITH ONE L(ERT/o" G/d. EACH EXPOSED SIDE TOOFFICES HAVING JURISDICTION OVERTHE SPRINKLER `° SYSTEM. THE CONTRACTOR SHALL If ECEIVE FINISHED CEILING. SEE DETAIL 2/A-5.1 FINISH PER < 'WRITTEN I I I I I I I APPROVALS PRIOR TO PERFORrNIING ANY MODIFICATIONS. I 2 - � � FINISH SCHEDULE, DWO A-5. CHECKOUT COUNTER 36" < 3. THE CONTRACTOR SHALL SUBMIT TH� APPROVED SPRINKLER LO FF (-TYP•) %`� EXISTING METAL STUDS AND GWI3, PARTITION!: PATCH AND DRAWINGS TO THE LANDLORD PRIOR TO MAKING ANY 7 C `�, REPAIR TO LIKE NEW CONDITION. FINISH PER FINISH MODIFICATIONS. I 4 V SCHEDULE, nWC,' A-5. < TENANT DEMISING WALL: E']STING, METAL STUD AND < FIRECODE CWB. PATCH AND REPAIR AS REQUIRED TO F ' 10"I 4'-0" I "cam ,- `�~ MAINTAIN FIRE RATING PER COD_. FINISH PER FINISH r� 2l, +n I I N 9 r0"x 6 0" ENTRY SCHEDULE, D'WG A-5. » DECO RIB' CARPET TILE. 1 o II 8'-0 5 EXIaJIIJG ALUM. < rl ( �� INSTALL DECALS ON STOREFf ONT TENANT DEMISING WALL: EXISTINIG MASONRY WALL WITH I I i i I I I I II 1 0 GLASS PANELS. SEE o TO EM IN I ' METAL FURRING AND G'NB. PATCH AND REPAIR AS I0� NEW WORK NOTE 5 1 REQUIRED. SEE DETAIL 1/A-5.1 FOR ADDITINAL < ice' REQUIREMENJTS. FINISH PER FINISH SCHEDULE, DWG A-5. _ _ -,..;. ,`--�. , Y-•-'._._ .._ .-.....:... .. .:i r .. - - - :.:<. :-�_c. ,r-�.'t---=r.i--�-I . +-f_ i --i- I I -1 I -�'�-:-.--}-I I -.-i-I I-i---n-;-+-._I _ . _ .. ,--:- : . b-- ?:.--. ,<.=•:-.::^^--k�Y,',..r : /:�::. '.-s.-,C :-±,u •..c -r--: ,<.:. � : < - t \ - . _ - i r rt TENIANIT DEMISING `WALL: EXISTING MASONRY WALL Y`/ITH . A,7717I I I � tl 11 11 � i I i r<I i � I I I I , � � I n ti i -- sE-E'�Dv/G-� - - I. I l i ----__ _ _. I 6/A-4 FMETAL FURRING AND GWB, PATCH AND REPAIR AS OR 100 I I I I I I I I ELEVATION I I I REQUIRED. FINISH PER FINISH SCHEDULE, DWG A-5. ` I I 13,-8" - 10� 10"- - 3'-4!'- 6'_4" 3' - 4" - -10' -10" - 4'- 0" SANFORD BUILDING DEPT. - - - - - -ri - - - - - - - - - - - - - - - MESE FLANS Af7E REVIEWED AND CONUITIONALI -Y T i _ __---"---- --'- - - - - - - -� "_,_�'- ------ / I \a ACCEPTED ,p �r I f, EU TO BE A LICENSE TO PROCEED WITH I----- � .. I T E WORK ANU NOT AS AUTHORITY TO VIOLATE% e: iF'/ 0i G�'$ oi(:., CANCEL., ALTER, OR SET ASIDE ANY OF THEY PRQVI540N,.Ail 1 STOREFRONT 15 NEP N ST F ONT S 0 0 I CANOPY & URS R, WORK I NOT PART F THIS TENANT INTERIOR WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). THIS WORK TO BE REVIEWED & APPROVED BY ROSS STORE. NJ4del odes ii Ilfe t: -THE TEr flHICAt_ CQOES, NOR SHALL ISSUANCE OF A PERMIT PREVANT Ti -q-; EiU1LOING, O(�- Stand rd BLiitditt Code' 199% e( PEPr FROM THEREAFTER REQUIRING A C ORli AA' "; (/ NE`P! STOREFRONT SIGNAGE FASCIA AND AWNING IS Standard Plumbing Code -1997 G } ON OF ERRORS or, THE FLANS. CONSTRUCTION NOT PART OF THIS WORK. IT IS INCLUDED IN Me Mechanlcai Gode 199; �jeciOTHER vl°;.. °n'' °f T"' SHOPPING CENTER'S CANOPY AND FRONT 'FACELIFT National 996 e( . RENOVATION UNDER SEPARATE PERMIT (PHASE 3). See City Code ANARDNDMENTS onOFFIC �FL. /1GCn5S1„ti1Jdi'.' s r';lxs 1':1)7���... f l . COP'" EnartJy (;o:Ja ,i ;j7 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2545 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wimc-p.corn V CGF YRIGHT NI reports, plans, speciitcatons, computer Ries, field data, notes and othor documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of aerAca remain the property of Cuhcci & Peterson, Architocts. Cuhaci & Peterson shall stain all common :a4, statuaterl and other reserved rights, Including the copyright thereto. Any use or reproduction of thia document without rrittan permission frorn Cuh,ei & Patmson is a Aclaticn of Federal copyrght laws. > - I \✓ \f _I/ y "i wy `✓- DATE 0 j GENARAL PLUMBING NOTE: NIP SHEET 1. 1. ALL WORI< SHALL BE IN STRICT ACCORDANCE WITM THEI M INiDICATE PLUiMBING CODE AND ALL OTHER APP ICAB STATE AND LOCAL CODES. ADDITIONALLY, ALL '+YORKHALL CL COiMPLY WITH STATE, LOCAL, AND FEDERAL HAOCAPP D LLJ cit) w z� I 0 I J L NEW WORK NOTES: L 1. PROVIDE 6ENANT IDENTIFICATION SIGN[ AT REAR D80R P R LANDLORD'S CRITERIA. 2. TENANT TD PROVIDE, FOR CONTRACTOR INSTALLAT ON, (I ) LL Ljj 2A-10BG RATED FIRE EXTINGUISHERS SIMILAR T JCL z a Ci 0 C) INDUSTRI S MODEL COSMIC 5E. LOCATE EXTING ISHE S AS LU SHOWN. PROVIDE WALL BRACKETS AND MOUNT CONT OLS r LU LL a AT 54" FF MAX. PROVIDE "FIRE EXTINGUISHER' SILT ON WALL DI IECTLY ABOVE EACH UNIT. CONTRACTOF SHALL HAVE EX INGUISHERS INSPECTED AND TAGGED. 3. TENANT'S CONTRACTOR SHALL VERIFY THAT TOIL ROOM'S, INCLUDING FIXTURES AND ACCESSORIES (BOTH EkISTINV AND NE' ) MEET ALL APPLICABLE LOCAL, STATE AND I FEDERAL ACCESSIBILITY CODES AND LAWS. 4. PROVIDE JNDCERCANOPY SIGN, IF ALLOWED PER NDLO D'S CRITERIA, UNLESS PROVIDED BY LANDLORD. 5. INSTALL DECALS ON STOREFRONT GLAZING AS INEICATED ON STORCEFR NT ELEVATION. THE UPPER DECALS SHALL ItE INSTALLS ON THE EXTERIOR FACE OF GLAZING ND T E LOWER DECALS SHALL BE INSTALLED ON THE INTERIOR FACE OF THE GLAZING. ALL DECALS SHALL BE LEGIBLE FROM TIE OUTSIDE. - 6. PROVIDE BO REAR DOOR, AS XTERIOR LIGHT ABOVE /C r Rr �ED APPRq / BY LAND ORD, IF ONE DOES NOT EXIST WITHIN 10 FEET OF REAR D OR. I 4. PROVIDE BREAKER LOCKS ON THE 2) SIGN CIRCUITS, �. V� �..,-\:.V �..-= ...-. •. �� �� SPACE�� �\ CONSTRUCTION NOTES: DEDICATED RECEPTACLES 11\1 THE 0 FICE AAND AT THE - - `--__moi CHECKOUT, FOR THE ALARM AND MIGHT LIGHTS. SIGN NEW RETAIL CIRCUITS SHALL BE GROUNDED. I I 1• I S ' �n (ROSS 1. CON HALL COMPLY WITH ALL APPLICA&E L ,CAL, STATE, A ID NATIONAL CODES AND REGULATIONS, AND PITH 5. FIELD VERIFY LOCATION OF THE JUNCTION BOX AND PHASE - LAND -OR CRITERIA. f L COORDINATE INSTALLATION OF STO EFRONT SIG A ALA SIGN WITH W/ TENANT'S SIGN CONTRACTOR AND LANDLORD'S CRITERIA.� �� SQ.FT. � 2. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PL WOO .< INSTALL TINIER FOR SIGN AND LOCATE CONTROLS NEAR THE ) SHALL BE FIRE RETARDANT TREATED PER CODE AND E ' OFFICE. I I I, LANDLORD CRITERIA. 6. ADD CIRCUIT BREAKERS AS REQUIRED. VERIFY SPACE > 3. ALL FINIS MATERIALS SHALL MEET FLAT+IE SPREA ANDI AVAILABLE FOR NEW CIRCUITS. 1�� .� SMOKE EVELOPMENT RATING CLASS C (OR CLAS 3). 7. PROVIDE NEW LIGHT FIXTURES TO MATCH EXISTING WITH 4. 'WALL CONSTRUCTION BY THE TENANT'S CONTRACTDR IS fi�tt,, w ]? , ' ENERGY SAVING T-8 BULBS N C N ;�:� •.a ) SHOWN HATCHED. � N AND �jLE TRO JIC BALLASTS. I ,. REFER TO REFLECTED CEILING LEGEND FOR FIXTURE TYPE. - - - - - - - - _ 5. TENANT'S CONTRACTOR SHALL FIELD VERIFY ALL IMENI IONS �...v�\ f J/...-�.•-.._�.. �\ ,\ -� _� 1, _�* Y�� / AND EXI TING CONDITIONS PRIOR TO BID TO D ERMIN 0j THE EXT NT OF WORK. THE CONTRACTOR SHALT NOTTY > THE ARC ITECT AND THE TENANT OF ANY DISCREPANCIES �n - - -- - - }� - - - - PRIOR TO BIDDING, - - - 6. ALL MATE [ALS INDICATED ARE NEW UNLESS SPEgIFICAL�Y ' NOTED A EXISTING AND SHALL BE PROVIDED B` THE TENANT'E CONTRACTOR UNLESS OTHERWISE NOTED. R FER TO THE ESPONSIBILITY CHART THIS SHEET. EXISTING DEMISING WALT_ ( I (I' 7. ALL EXISTING MATERIALS TO REMAIN 'WHICH ARE QAMAG D OR OTHCRWISE DISTURBED BY THE CONTRACTOR'S • , . OPERATI IIS SHALL BE PATCHED OR REPAIRED TD MATH THE EXI TING ADJACENT MATERIALS SO THAT THE REPAIR IS IMPERCEPTIBLE. co 8. DURING T�E COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY CODE VIOLATION[ Ki 10'NN FO HIM OR DISCREPANCY WITH THE DESIGN, CONTR CTOR SHALL N TIFY THE ARCHITECT OF SUCH IMMEDIA ELY. 157'-8» �, 9. CONTRAC OR SHALL ASSEMBLE AND INSTALL Ir l\%jUUC:FS IN STRICT ACCORDA*CE-W'TI1 )> MANUFAITURER'S RECU�\/iMENDATIONS AND ( INDUSTRI L/ASSOCIATION STANDARDS. - - - nrrr�T r r ' T'S CGi`JS Rt�cTIGNJMANUAL FeR ^ T r, I -r.,�crrr SPECIFICATIONS NOT SPECIFIED HEREIN, I 11. FIELD VEgIFY AND/OR REPORT ASBESTOS-CONTAIrv�ING MATERIAL TO ARCHITECT AND TENANT UPON DISCOVER . .- 12. SMOKE AND FIRE PARTITIONS SHALL BE CONSTRUCTED ER THE A1VERTICALLY JTO THE ATED L BOTTOM OF THE STRUCTURE ABOV . - -- - �--'� -- PROVIDF FIRE STOPS ANJD SEAL Al 1 PIPE ANID rnli! 9 10 ) 71 26'-6" I 29'-1" EXISTING BOLLARDS EXISTING REMAIN GENERATOR WITH 1 CHAIN LINK FENCE EXISTING ROLL -UP TO REMAIN[ DOOR > _ x-X�_x X_x - - X FEATHER ASPHALT 'Y.. .. .RE I w ' EXISTING I [EXISTING DOOR TO TO GRADE AS I ) TRANSFORMER [REMAIN REUIRED. i --- --- - i ROOM TO REMAIN Q I i i By: X v w I I Q \ �I I 1 ® 1 1'-9" ; 12' o" ; Sanford Fir P'reve'nt® Mid _ X C103 I I I Date: (" I ' 1oz EXIST HANDICAPPED ACCESIBLE 102 WATER FOUNTAIN[ J ,; � - 1- - - - , ,. �• ;: , ..r NEW SERVICE I -� , SII 1 K \ I I -., ,, ,�--• -- -- - - - - . f- �-- T 2 \i I i PROVIDE 41 42" OPENING FOR COMPACTOR s . C {,>] 5 A- 4 \ I Vii- I COORDINATE OPENING W/ COMPACTOR SUPPLIER. LO I I PROVIDE STRUCTURAL SHOP DRAWINGS FOR \ -- Z A-5 APPROCAL B'( ARCHITECT. \\ - LOCKERS - \\ �) --BOLT TO Y'/ALL \ A -o I(" l 5 1 .101 PAINT 6" 'NIDE (YELLOW) �\ 1 ' - 1 PROVIDE CONCRETE \ I STRIPES @ 16" OC AS PAD AS SPECIFIELD BY DEDICATED EGRESS. I \ I r, I i Z. COMPAGTOR SUPPLIER \ (NIINJ 44" WIDE) \ _ \ ! CD L' 107 I i I PROVIDE 6" STEEL PIPE BOLLARD f 2'-0" 4'0" \�\ ;FILLED W/ CONIC, EMBEDDED x - t -� „ » „ 4 S1 E1 JG UNITS ( �- �.\\\ o I INTO CONJC BASE 18 x 18 x 30 3 2 (� �� ���) ' MIN IN GROUND (TYP OF 4) J V A( \ i I `�.. I o ,. _ \\ u� I ' PAINT YELLOW. -J /. q. � "-V .\ -'._ � v-_/__"/ 'V '...1 -'y^ '.,J, Y. .v.-. �:..•.r _�..•� % \ , � �, �\ - ".% _.1--., < < ,/-i! :1.` .! l �.��,:( ..Y l -•\ , Y - J..f 29'-6" 6'-�» RECEIVE 4low OCT 0 3 2001 5 A-4 .3 4 toll A-4 A-4 I QEFE SALES AREA LEGEND. 2 I 100 » .w 1 r EXISTING DEMISING P/ALL 1 -HOUR FIRE RATED 6 itii_TAL - STUDS @ 16" O.C. WITH TYPE "X" GYPSUM BOARD NEW %°'1 i�SPACE BOTH SIDES UP TO EXISTING STRUCTURAL DECK ABOVE UL NUMBER -U465, I I� I LL :E , >*-TTTTf1-I E.tISTING 8 CONCRETE MASONRY UNIT WALL a HAS - 1� » 1 " - � EXISTING 6 ..METAL STUDS @ 16'-0" O.C. >r// 5/8 DENS A 5 CLASS GOLD SHEATHING AND 3 4 E.I.F.S. TEXTURED LAS / as FINISH. 'EXISTING WALL EXISTING COLUMN ENCLOSURE. PAINT 'WHITE ' a & PROVIDE BRUSHED ALUM.''', » ,1w 'NEW 6" rtIETAL STUD PARTITION TO 5-YAFF. (TYP. OF 4) w ..1._ ' 40 - - - - I - I. ��' X `� ',•,. DETAIL REFERENCE - SECTION REFERENCE EXISTING 1 -HR XX,SECTION SYaVIBOL FIRE RATED °' SHEET. NUMBER DEMISING 'WALL Y ELEVATION[ NUMBER X -�-- WALLS SHOWN IN {' EXISTING XX. ELEVATION DE�LIISING >'�/ALL SHEET" NUNIBER 7 1 /2 55'-0" a ALL CONSTRUCTION TYPES < - - - - - - - - - - - - - REAR D-1113ING `P/ALL: EXISTING MASONRY WALL WITH METAL FURRING CHANNELS AND GWB. PATCH AND REPAIR < TO LIKE NEW CONDITION. PAINT PER FINISH SCHEDULE, i DWG A-7. CHECKOUT COUNTER 36" t TENANT DEMISING WALL: EXISTING METAL STUDS AND < AFF TYP. FIRECODE GWB. PATCH AND REPAIR AS REQUIRED TO < MAINTAIN FIRE RATING PER CODE. SEE DETAIL 1/A5 FOR N I ADDITIONAL REQUIREMENTS. FINISH PER FINISH < - -, - -�T r= �--v-= =-.,. �--.: �._�: - -- - - - - - - - - - - - - --j-- - - - - - -t- - - - - - SCrIEDl,LE, D'WG A-5. I -- t PENETRATIONS WITH SEALANT THAT COMPLIES Mill T.. FIRE SPRINKLER NOTES: MIMMUM FIRE RATED REQUIREMENTS FOR THE P, RTITIgN-( PARTITION[ 'WALL: BY LANDLORD'S CONTRACTOR6" (20 ` DUCT PENETRATIONS SHALL BE PROTECTED WITH SMOKE GA) P+[SIAL STUDS © 16" UC Y`IITII ONE LAYER 5/8" 1. MODIFY EXISTING SPRINKLER SYSTEM+ AS REQUIRED TO l AND/OR FIRE DAMPERS. 1 -, r E E t ACCOMODATE THE FLOOR PLAN. TYPE +C CWr�. EACH SIDE TO ROOF DECK. FIR TAP 3 `r' A--4ALL JOINTS. nCUNSTRUC"TION SHALL CO�dPLY WITH UL < 2. SHOP DRAWINGS OF THE SPRINKLEF� SYSTEM MODIFICATIONS �I i 2 I I: DESIGN 1 #U4o5 FOR ONE HOUR FIRE RATING. TENANT'S S SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED 2 ' � � CONTRACTOR TO SEE DETAIL 2/A-5 FOR ADDITIONAL ' A ( Co j� %;'- - \_ REQUIROMENliS. FINISH PER FINISH SCHEDULE, D'iYG A-5. < �' TO THE APPROPIATE DEPARTMENTS OF THE COUNT( FIRE 4' -Yl 5'- 1 INSPECTION DIVISION), STATE FIRE MARSHALL, INSURANCE I c��l "' UNDERWRITERS, MECHANICAL ENGIN[ ER AND ANY OTHER N PARTITION[ WALL: 3 5/8" (18 GA) METAL STUDS CU' 1 6" < JO�^� OC WITH ONE L(ERT/o" G/d. EACH EXPOSED SIDE TOOFFICES HAVING JURISDICTION OVERTHE SPRINKLER `° SYSTEM. THE CONTRACTOR SHALL If ECEIVE FINISHED CEILING. SEE DETAIL 2/A-5.1 FINISH PER < 'WRITTEN I I I I I I I APPROVALS PRIOR TO PERFORrNIING ANY MODIFICATIONS. I 2 - � � FINISH SCHEDULE, DWO A-5. CHECKOUT COUNTER 36" < 3. THE CONTRACTOR SHALL SUBMIT TH� APPROVED SPRINKLER LO FF (-TYP•) %`� EXISTING METAL STUDS AND GWI3, PARTITION!: PATCH AND DRAWINGS TO THE LANDLORD PRIOR TO MAKING ANY 7 C `�, REPAIR TO LIKE NEW CONDITION. FINISH PER FINISH MODIFICATIONS. I 4 V SCHEDULE, nWC,' A-5. < TENANT DEMISING WALL: E']STING, METAL STUD AND < FIRECODE CWB. PATCH AND REPAIR AS REQUIRED TO F ' 10"I 4'-0" I "cam ,- `�~ MAINTAIN FIRE RATING PER COD_. FINISH PER FINISH r� 2l, +n I I N 9 r0"x 6 0" ENTRY SCHEDULE, D'WG A-5. » DECO RIB' CARPET TILE. 1 o II 8'-0 5 EXIaJIIJG ALUM. < rl ( �� INSTALL DECALS ON STOREFf ONT TENANT DEMISING WALL: EXISTINIG MASONRY WALL WITH I I i i I I I I II 1 0 GLASS PANELS. SEE o TO EM IN I ' METAL FURRING AND G'NB. PATCH AND REPAIR AS I0� NEW WORK NOTE 5 1 REQUIRED. SEE DETAIL 1/A-5.1 FOR ADDITINAL < ice' REQUIREMENJTS. FINISH PER FINISH SCHEDULE, DWG A-5. _ _ -,..;. ,`--�. , Y-•-'._._ .._ .-.....:... .. .:i r .. - - - :.:<. :-�_c. ,r-�.'t---=r.i--�-I . +-f_ i --i- I I -1 I -�'�-:-.--}-I I -.-i-I I-i---n-;-+-._I _ . _ .. ,--:- : . b-- ?:.--. ,<.=•:-.::^^--k�Y,',..r : /:�::. '.-s.-,C :-±,u •..c -r--: ,<.:. � : < - t \ - . _ - i r rt TENIANIT DEMISING `WALL: EXISTING MASONRY WALL Y`/ITH . A,7717I I I � tl 11 11 � i I i r<I i � I I I I , � � I n ti i -- sE-E'�Dv/G-� - - I. I l i ----__ _ _. I 6/A-4 FMETAL FURRING AND GWB, PATCH AND REPAIR AS OR 100 I I I I I I I I ELEVATION I I I REQUIRED. FINISH PER FINISH SCHEDULE, DWG A-5. ` I I 13,-8" - 10� 10"- - 3'-4!'- 6'_4" 3' - 4" - -10' -10" - 4'- 0" SANFORD BUILDING DEPT. - - - - - -ri - - - - - - - - - - - - - - - MESE FLANS Af7E REVIEWED AND CONUITIONALI -Y T i _ __---"---- --'- - - - - - - -� "_,_�'- ------ / I \a ACCEPTED ,p �r I f, EU TO BE A LICENSE TO PROCEED WITH I----- � .. I T E WORK ANU NOT AS AUTHORITY TO VIOLATE% e: iF'/ 0i G�'$ oi(:., CANCEL., ALTER, OR SET ASIDE ANY OF THEY PRQVI540N,.Ail 1 STOREFRONT 15 NEP N ST F ONT S 0 0 I CANOPY & URS R, WORK I NOT PART F THIS TENANT INTERIOR WORK. IT IS INCLUDED IN SHOPPING CENTER'S CANOPY AND FRONT FACELIFT RENOVATION UNDER SEPARATE PERMIT (PHASE 3). THIS WORK TO BE REVIEWED & APPROVED BY ROSS STORE. NJ4del odes ii Ilfe t: -THE TEr flHICAt_ CQOES, NOR SHALL ISSUANCE OF A PERMIT PREVANT Ti -q-; EiU1LOING, O(�- Stand rd BLiitditt Code' 199% e( PEPr FROM THEREAFTER REQUIRING A C ORli AA' "; (/ NE`P! STOREFRONT SIGNAGE FASCIA AND AWNING IS Standard Plumbing Code -1997 G } ON OF ERRORS or, THE FLANS. CONSTRUCTION NOT PART OF THIS WORK. IT IS INCLUDED IN Me Mechanlcai Gode 199; �jeciOTHER vl°;.. °n'' °f T"' SHOPPING CENTER'S CANOPY AND FRONT 'FACELIFT National 996 e( . RENOVATION UNDER SEPARATE PERMIT (PHASE 3). See City Code ANARDNDMENTS onOFFIC �FL. /1GCn5S1„ti1Jdi'.' s r';lxs 1':1)7���... f l . COP'" EnartJy (;o:Ja ,i ;j7 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2545 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wimc-p.corn V CGF YRIGHT NI reports, plans, speciitcatons, computer Ries, field data, notes and othor documents are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of aerAca remain the property of Cuhcci & Peterson, Architocts. Cuhaci & Peterson shall stain all common :a4, statuaterl and other reserved rights, Including the copyright thereto. Any use or reproduction of thia document without rrittan permission frorn Cuh,ei & Patmson is a Aclaticn of Federal copyrght laws. > AS SHOWN) DATE 0 j MS/MM/AN CHECKED NIP SHEET - A 1 0 M CL 0 LLJ cit) w z� c 0 J U J L REVISION w 1 111-21-00 2 109-11-01 3 1 4 1 5 I 6 1 � r PROJECT NO. 200110 SCALE AS SHOWN) DATE 09-29-00 j MS/MM/AN CHECKED NIP SHEET - A 1 LU L LL Ljj -j - z a Ci 0 C) LU F-- r LU LL a cy) w _ rq REVISION w 1 111-21-00 2 109-11-01 3 1 4 1 5 I 6 1 � r PROJECT NO. 200110 SCALE AS SHOWN) DATE 09-29-00 DR"IN MS/MM/AN CHECKED NIP SHEET - A 1 K j H p I� 18'-6" I 38'-6" 10,-0" 23'-6" 3'-6" 6'-0" '16'-7" 26'-6" 29'-1" i I I i - I x^x^x_x_x=l x EXISTING TRANSFORMER � �-� F A -I ROOM TO REMAIN I -71 x Lz — — — — — tr SUSPENDED 2' -Cr x >-- 4'-O" ACOUSTICAL(� -�, ( I CEILING TILE + 1 I— M EN'S & t ( - WOMEN'S TOILET I 9'-o" AFF I r^I — — 1 1 I I I I I I I I i I r .m Q I N 0 I N NEW RETAIL SPACE (SEE ROSS TENANT INTERIOR. RENOVATION REFLECTED CEILING PLAN) I I I I I I I I 2 1 09-11-01 .3 0 w 5 6 I ILI 0 N0. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/NIM/AN CHECKED MP 2-0" x 4'-Y' ACOUSTICAL CEILING TILE WITH WHITE 0 I I I I I I I LLJy i I U Q I N 0 I N NEW RETAIL SPACE (SEE ROSS TENANT INTERIOR. RENOVATION REFLECTED CEILING PLAN) I I I I I I I I r f�' 12 15'-6" M. EXISTING CEILING AND LIGHTING TO REM IN @ 11' -OPT AFS" 10 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2540 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 2 1 09-11-01 .3 0 w 5 6 I ILI 0 N0. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/NIM/AN CHECKED MP 2-0" x 4'-Y' ACOUSTICAL CEILING TILE WITH WHITE 0 z GRID CQ CD < L ' ) LLJy rF MIRROR PANEL. LL r f�' 12 15'-6" M. EXISTING CEILING AND LIGHTING TO REM IN @ 11' -OPT AFS" 10 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2540 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 2 1 09-11-01 .3 0 w 5 6 I LEGEND: 0 N0. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/NIM/AN CHECKED MP 2-0" x 4'-Y' ACOUSTICAL CEILING TILE WITH WHITE 0 z GRID CQ CD < L ' ) LLJy rF MIRROR PANEL. LL U LU LJJ� W z z co U J U EXIT SIGN TO BE COOPER INDUSTRIES "SURE-LITES" r� #CAX-710000 GREEN LETTERS. CEILING OR WALL L0 MOUNT TO BE FOLD DETERMINED. QUANTITIES AND LOCATIONS TO BE DETERMINED BY LOCAL CODES. LU 0E —j "HALO SURE LITES" #CU -1, SHALL BE USED IN LIEU LLJ w OF 2x4 WITH B50F4-8 ONLY WHEN REQUIRED BY LU LU 0 C) LOCAL AUTHORITY. Cid0 LLJ I (0 NE'N 8'-0" STRIP FLUORESCEN.F LIGHT FIXTURE WITH LU a LL co tf) LANIPS ON NITS LIGHT CIRCUIT, SURFACE MOUNT TO CEILING. (SUSPEND @ 10'-0" AFF WITH • NO FINISHED CEILING) DAYBRITE DB TT232-(120/277)-1/4-EB-LPF032/841. LIGHT r f�' 12 15'-6" M. EXISTING CEILING AND LIGHTING TO REM IN @ 11' -OPT AFS" 10 Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2540 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 12" 0 N I i \. i —j ta NEW CANOPY REFLECTED CEILING PLAN IS NOT PART OF NEW STOREFRONT SIGNAGE FASCIA AND AWNING IS �� ���� LAN THIS TENANT INTERIOR WORK. IT IS INCLUDED IN NOT PART OF THIS WORK. IT I5 INCLUDED IN CEG SHOPPING CENTER'S CANOPY AND FRONT FACELIFT SHOPPING CENTER'S CANOPY AND FRONT FACELIFT ri RENOVATION UNDER SEPARATE PERMIT (PHASE 3). THIS RENOVATION UNDER SEPARATE PERMIT (PHASE 3). SCALE: 1/8" = 1'-0" WORK TO BE REVIEWED & APPROVED BY ROSS STORE. 0 COPYRIGHT All reports, plans, speciflcations, computer Mae, field data, notes and other documents are instruments of service prepared by Cuhaci 's Peterson, Architects as instruments of serrice remain the property of Cuhaci & Peterson, Architects. Cuheci & Peterson shall retain all common Ian, atatuatcry grid her reservod rights, including the copyright thereto. Any use or reproduction of this document nitheut written permissien from Cuhaci & Peterson is a violation of Federal copyright !ans. _ z 2 1 09-11-01 .3 0 w 5 6 I LEGEND: PROJECT N0. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/NIM/AN CHECKED MP 2-0" x 4'-Y' ACOUSTICAL CEILING TILE WITH WHITE 0 GRID CQ CD < L ' ) LLJy rF MIRROR PANEL. LL U LU LJJ� W z z co U J U EXIT SIGN TO BE COOPER INDUSTRIES "SURE-LITES" r� #CAX-710000 GREEN LETTERS. CEILING OR WALL L0 MOUNT TO BE FOLD DETERMINED. QUANTITIES AND LOCATIONS TO BE DETERMINED BY LOCAL CODES. LB 1 EMERGENCY LIGHT SHALL BE COOPER INDUSTRIES 0E —j "HALO SURE LITES" #CU -1, SHALL BE USED IN LIEU LLJ w OF 2x4 WITH B50F4-8 ONLY WHEN REQUIRED BY LU LU 0 C) LOCAL AUTHORITY. Cid0 LLJ I (0 NE'N 8'-0" STRIP FLUORESCEN.F LIGHT FIXTURE WITH LU a LL co tf) LANIPS ON NITS LIGHT CIRCUIT, SURFACE MOUNT TO CEILING. (SUSPEND @ 10'-0" AFF WITH • NO FINISHED CEILING) DAYBRITE DB TT232-(120/277)-1/4-EB-LPF032/841. LIGHT FIXTURE TO BE PREWIRED WITH CEILING HANGERS. ,�✓ LAMPS F32T8TL841 SERIES 841-4100? KELVIN COLOR _ TEMP BULGES. °®LU NEW 8'-0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO GW13 AND ACT CEILING. (SUSPEND - — - @ 10'-0" AFF WITH NO FINISHED CEILING) DAYBRITE DB TT232-(120/277)-1/4-EB LPF032/841. LIGHT FIXTURE g TO BE PREWIRED WITH CEILING HANGERS. LAMPS F32T8TL841 SERIES 841-4100? KELVIN COLOR TEMP BULBES. NEW 8'-0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO GWB AND ACT CEILING. (SUSPEND @ 10'-0" AFF WITH NO FINISHED CEILING) DAYBRITE DB T232-(120/277)-1/2-EBLPFO32/841. LIGHT FIXTURE TO BE PREWIRED WITH CEILING HANGERS. I -NIPS F32T8TL841 SERIES 841-4100? KELVIN COLOR TEiMP BULBES. DOME CEILING DIFFUSER (SUPPLY AIR) I CEILING DIFFUSER (RETURN AIR) CEILING DIFFUSER (SUPPLY AIR) EXHAUST TO ROOF UNIT 12" 0 N I i \. i —j ta NEW CANOPY REFLECTED CEILING PLAN IS NOT PART OF NEW STOREFRONT SIGNAGE FASCIA AND AWNING IS �� ���� LAN THIS TENANT INTERIOR WORK. IT IS INCLUDED IN NOT PART OF THIS WORK. IT I5 INCLUDED IN CEG SHOPPING CENTER'S CANOPY AND FRONT FACELIFT SHOPPING CENTER'S CANOPY AND FRONT FACELIFT ri RENOVATION UNDER SEPARATE PERMIT (PHASE 3). THIS RENOVATION UNDER SEPARATE PERMIT (PHASE 3). SCALE: 1/8" = 1'-0" WORK TO BE REVIEWED & APPROVED BY ROSS STORE. 0 COPYRIGHT All reports, plans, speciflcations, computer Mae, field data, notes and other documents are instruments of service prepared by Cuhaci 's Peterson, Architects as instruments of serrice remain the property of Cuhaci & Peterson, Architects. Cuheci & Peterson shall retain all common Ian, atatuatcry grid her reservod rights, including the copyright thereto. Any use or reproduction of this document nitheut written permissien from Cuhaci & Peterson is a violation of Federal copyright !ans. _ z 2 1 09-11-01 .3 0 w 5 6 I 7 1 PROJECT N0. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/NIM/AN CHECKED MP SHEET 0 CQ CD < L ' ) LLJy l LL U LU LJJ� W z z co U J U IL J ' 2 1 09-11-01 .3 w 5 6 I 7 1 PROJECT N0. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/NIM/AN CHECKED MP SHEET A-2 r 0 LU r� L0 > 0E —j LLJ LLJ w T LU LU 0 C) W Cid0 LLJ 0 3 (0 z LU a LL co tf) j I11-21-00 . 2 1 09-11-01 .3 4 I 5 6 I 7 1 PROJECT N0. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MS/NIM/AN CHECKED MP SHEET A-2 r 2 2'-0" x 4'-0" /OUSTICAL f_ AREA OF TENANTS GRAPHICS REFER TO TENANT GRAPHICS CEILING TILE 11'-,0" A.F.F. SIGNAGE PACKAGE INSTALLATION EMERGENCY SHEET ,-----PAINT WHITE > LIGHT. ��- `� PAINT WHITE �. CD r . -� i/ ' PAINT WHITE VINYL BASE f J. - - - - - ------ _ l r I 2xWD TRIM- PAINT WHITE 8'-5 ,-,�• DOORS & ;F0.REFRONT DOORS & STOREFRONT SLAB (FLOOR FINISH BY BRONZE tVIODIZED 6- 4 -0 3'-11"— -11 i/ 1/4'TE,MP. GLASS \ \ 10r /> i/ _ EXISTING i/ X i/ \,•� OCA i// i/ I i/ i/- ROLL -UP LLJ u) LL �,_1„-2, �» - �- - DOOR TO W a � co LLI LLI U / REiMAIN I - h - EXISTING ♦ LO ♦ r (10 i PAINT WHITE VINYL BASE Z - VINYL BASE 77 DOORS & STOREFRONT BRONZE ANODIZED 1/4!' TEMP. GLASS 10'-10” 1 I NTEFi10R" €LEVA7ION VINYL BASE --,\-__\ PAINT WHITE VINYL BASE f J. - - - - - ------ EXPOSED CONCRETE FLOOR DOORS & ;F0.REFRONT DOORS & STOREFRONT SLAB (FLOOR FINISH BY BRONZE tVIODIZED BRONZE ANODIZED FUTURE TENANT) 1/4'TE,MP. GLASS \ \ 10r /> 1/4' TEMP. GLASS EXISTING '-4' 10'-10" CD r l -.r f 1 x4 POPLAR WOOD ) TRIM PAINT RED ONE WAY VISION MIRROR GLASS (TEMPERED.) SLATWALL 1 FINISH �_1J 1J 1 - PROVIDE OPENING FOR SAFE. VERIFY DIM. 'f'//) TENANT. r-1 2'-0" x 4'-0" ACOUSTICAL CEILING TILE 9'-Y' A.F.F. @ MEN'S & WOMEN'S TOILETS 2'-0" x 4'-0" ACOUSTICAL CEILING TILE 11'-Y' A.F.F. ----------I I I' EXPOSED CONCRETE FLOOR SLAB (FLOOR FINISH BY FUTURE TENANT) ("2�]NTERIOR ELEVATION SCALE: 1 /,�„ = 1,—fir, 2 2 2 12 L2 AREA OF TENANT'S GRAPHICS AREA OF TENANT'S GRAPHICS 2'-U' x 4 -0 ACOUSTICAL � _. _ �- ,...,. ��-,r, ..,-,,_•, .....; .,-..,.-ti"._ - � CEILING TILE 9'-0" A.F.F. @ REFER TO TENANT'S GRAPI�V. S) "" ""' 2'-0" x 4'-0" ACOUSTICAL ' r1x4 REFER f0 TENANT'S GRAPHICS MEN'S & WOMEN'S TOILETS POPLAR WOOD).. ,-'1x4 POPLAR WOODSIGNAGE PACKAGE INSTALLA�'1011 CEILING TILE 11 0 A.F.F. � � SIGr`IAG�. PACKAGE INSTALLATION TRIM PAINT RED TRIM PAINT RED SHEET ,� \ �, .._,....r PAINT WHITE) PAINT WHITE SHEET r ,- � r.__. � f- -\- LO u�7777--7777-- 1x4 POPLAR WOOD TRIM PAINT RED-----,,,�_ —--------7777-- -------------�— _----_----------_-------------- t )------------- --- �------- - -- -4- t -"l 8» 3' -0" 2'- %' 4'-0!' NEW STOREFRONT - I BRONZE ANODIZED / I _ a I r - ✓ ) -\_ ` -• r „ �_� 2 �I / ,> WALL SURFACE AREAS BELOW! 1x4 WD TRIM (RED) , _ 0 1/4!' TEMP. GLASS 0� `� - `� '- 1 x4 HORIZONTAL FURRING EXTENDS TO ) / ti r NOT COVERED BY GONDOLA UNITS SHALL BE / / a N zo FARTHEST CUTER EDGE OF LAST GONDOLA - - \-\-\ PAINTED WHITE l _ / °' \ O � � _ .�.__. < 101 O I i ONE WAY VISION MIRR R I I REFER TO TENANTS FIXTURE PLAN). �' - sJ-� "✓ -" '`- l.. I 0 0 � GLASS (TEMPERED.) I \ zo � L•,J.1...�.-��`_.'•..��.1•._�--_..,_._,..�,..�-...��..�-..,..-.�..-- )} � fes" 1. , j V.. vim^ PAINT WHITE t PROVIDE VINYLBASE ON WALL 1 EXPOSED CONCRETE FLOOR PROVIDE VINYL BASE ON WAL TOILET WALLS &�. SURFACES NOT COVERED BY SLAB (FLOOR FINISH BY SURFACES NOT COVERED BY �� t- t- DOORS VINYL BASE t GONDOLA UNITS (TYP.). L FUTURE TENANT) \_ GONDOLA UNITS (TYP.), ' U\_✓tit\-���J�-�_ _ _ ,_✓,_i�_, ,_�_ .�^t1'-_/ -_ 2 , .�_\ _l\ }' �-_"\_.-n. ��_Y /'J EN ffl l A -rl ^-k x 2 PROVIDE 42" x 42" OPENING FIO.R 'COMPACTOR ` AREA OF TENANT'S GRAPHICS AREA OF TENANT'S GRAPHICS COORDINATE OPENING W/ CONN"ACTOR SUPPLIER y ✓~ - REFER TO TENANT'S GRAPHICS - - --. ' 'r -r- REFER TO TENANT'S GRAPHICS \ PROVIDE STRUCTURAL SHOP Q A`NINGS FOR - SIGNAGE PACKAGE INSTALLATION 1 NEW 2'-0' x 4 -0" 1x4 POPLAR WOOD C"i SIGNAGE PACKAGE INSTALLATION ACOUSTICAL CEILING TILE \_\TRIM PAINT RED cV SHEET--__�_� APPROCAL BY ARQUITECT. �.� " PAINT WHITE SHEET f ,-- �-,,-_�- _ -._ f-�._� �.. PAINT WHITE 1 �.. 1-� ✓_( 11'-0" A.F.F. v ..\_✓, to J ---------------------_.__—___.___7777— -- I---�-- -�-__-------__--___--------------------_ _______ - ----------_ L-------777777 77---_____----------------_.__ __� � r >� � � �- --- -- -- T 1'/ALL SURFACE AREAS BELOW/ 1x4 IND TRIM (RED) � ti"-•� �..---�.--:.✓-� �-_.� 2 N � ,- STOREFRONT NOT COVERED BY GONDOLA UNITS SHALL BE Y _, 1x4 HORIZONTAL FURRING EXTEI\1DS TO I r PAINTED N(HITE-_ 1 BRONZE ANODIZED _ _�. J.� .-._ _ FARTHEST CUTER EDGE OF LAST GONDOLA N / _.. _. �. _ _ . 1 1 4" TEMP. GLASS - . '-9" ��� .„� (REFER TO TENANT'S FIXTURE PLAI`J). )ll EO514 a 1N7ER]OR EUVATiON ��) SCALE: 1/4�' = V-0" PROVIDE VINYL BA,�E 01\y WALL SURFACES NOT COVERED BY "l GONDOLA UNITS (TYP.). rs`' AREA OF TENANT'S GRAPHICS .r ' REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATIO�1 NEW 2'-0” x 4'-0" 1x4 POPLAR WOOD SHEET-- -\ % ACOUSTICAL CEILING TILE TRAM PAINT RED \ / 11'-0" A.F.F. F PAINT WHITE ------------------------7777------------------------ ----- --I i ----------_..___-_..-__------------------------- --- - --------------------------------------------------- EMERGENCY - - - - - ------ LIGHT. 0 \\ WALL SURFACE AREAS BELOW WALL 1 x4 WD TRIM (RED) NOT// COVERED BY GONDOLA UNITS SHALL BE PAINTED WHITE // \ 06 00 \ \ 10r /> xI EXISTING CD ROLL -UP LLJ u) LL / DOOR TO W a � co LLI LLI U / REiMAIN —OPEN h EXISTING - LO (10 DOOR TO REMAIN. \\ _ TOILET WALL PROVIDE NEW _ LL LLI LLJ \ HARDWARE.------------- - L 0 Q0 I--• L J h 'j LLI M LL F- --- — — ---- \ I' EXPOSED CONCRETE FLOOR SLAB (FLOOR FINISH BY FUTURE TENANT) ("2�]NTERIOR ELEVATION SCALE: 1 /,�„ = 1,—fir, 2 2 2 12 L2 AREA OF TENANT'S GRAPHICS AREA OF TENANT'S GRAPHICS 2'-U' x 4 -0 ACOUSTICAL � _. _ �- ,...,. ��-,r, ..,-,,_•, .....; .,-..,.-ti"._ - � CEILING TILE 9'-0" A.F.F. @ REFER TO TENANT'S GRAPI�V. S) "" ""' 2'-0" x 4'-0" ACOUSTICAL ' r1x4 REFER f0 TENANT'S GRAPHICS MEN'S & WOMEN'S TOILETS POPLAR WOOD).. ,-'1x4 POPLAR WOODSIGNAGE PACKAGE INSTALLA�'1011 CEILING TILE 11 0 A.F.F. � � SIGr`IAG�. PACKAGE INSTALLATION TRIM PAINT RED TRIM PAINT RED SHEET ,� \ �, .._,....r PAINT WHITE) PAINT WHITE SHEET r ,- � r.__. � f- -\- LO u�7777--7777-- 1x4 POPLAR WOOD TRIM PAINT RED-----,,,�_ —--------7777-- -------------�— _----_----------_-------------- t )------------- --- �------- - -- -4- t -"l 8» 3' -0" 2'- %' 4'-0!' NEW STOREFRONT - I BRONZE ANODIZED / I _ a I r - ✓ ) -\_ ` -• r „ �_� 2 �I / ,> WALL SURFACE AREAS BELOW! 1x4 WD TRIM (RED) , _ 0 1/4!' TEMP. GLASS 0� `� - `� '- 1 x4 HORIZONTAL FURRING EXTENDS TO ) / ti r NOT COVERED BY GONDOLA UNITS SHALL BE / / a N zo FARTHEST CUTER EDGE OF LAST GONDOLA - - \-\-\ PAINTED WHITE l _ / °' \ O � � _ .�.__. < 101 O I i ONE WAY VISION MIRR R I I REFER TO TENANTS FIXTURE PLAN). �' - sJ-� "✓ -" '`- l.. I 0 0 � GLASS (TEMPERED.) I \ zo � L•,J.1...�.-��`_.'•..��.1•._�--_..,_._,..�,..�-...��..�-..,..-.�..-- )} � fes" 1. , j V.. vim^ PAINT WHITE t PROVIDE VINYLBASE ON WALL 1 EXPOSED CONCRETE FLOOR PROVIDE VINYL BASE ON WAL TOILET WALLS &�. SURFACES NOT COVERED BY SLAB (FLOOR FINISH BY SURFACES NOT COVERED BY �� t- t- DOORS VINYL BASE t GONDOLA UNITS (TYP.). L FUTURE TENANT) \_ GONDOLA UNITS (TYP.), ' U\_✓tit\-���J�-�_ _ _ ,_✓,_i�_, ,_�_ .�^t1'-_/ -_ 2 , .�_\ _l\ }' �-_"\_.-n. ��_Y /'J EN ffl l A -rl ^-k x 2 PROVIDE 42" x 42" OPENING FIO.R 'COMPACTOR ` AREA OF TENANT'S GRAPHICS AREA OF TENANT'S GRAPHICS COORDINATE OPENING W/ CONN"ACTOR SUPPLIER y ✓~ - REFER TO TENANT'S GRAPHICS - - --. ' 'r -r- REFER TO TENANT'S GRAPHICS \ PROVIDE STRUCTURAL SHOP Q A`NINGS FOR - SIGNAGE PACKAGE INSTALLATION 1 NEW 2'-0' x 4 -0" 1x4 POPLAR WOOD C"i SIGNAGE PACKAGE INSTALLATION ACOUSTICAL CEILING TILE \_\TRIM PAINT RED cV SHEET--__�_� APPROCAL BY ARQUITECT. �.� " PAINT WHITE SHEET f ,-- �-,,-_�- _ -._ f-�._� �.. PAINT WHITE 1 �.. 1-� ✓_( 11'-0" A.F.F. v ..\_✓, to J ---------------------_.__—___.___7777— -- I---�-- -�-__-------__--___--------------------_ _______ - ----------_ L-------777777 77---_____----------------_.__ __� � r >� � � �- --- -- -- T 1'/ALL SURFACE AREAS BELOW/ 1x4 IND TRIM (RED) � ti"-•� �..---�.--:.✓-� �-_.� 2 N � ,- STOREFRONT NOT COVERED BY GONDOLA UNITS SHALL BE Y _, 1x4 HORIZONTAL FURRING EXTEI\1DS TO I r PAINTED N(HITE-_ 1 BRONZE ANODIZED _ _�. J.� .-._ _ FARTHEST CUTER EDGE OF LAST GONDOLA N / _.. _. �. _ _ . 1 1 4" TEMP. GLASS - . '-9" ��� .„� (REFER TO TENANT'S FIXTURE PLAI`J). )ll EO514 a 1N7ER]OR EUVATiON ��) SCALE: 1/4�' = V-0" PROVIDE VINYL BA,�E 01\y WALL SURFACES NOT COVERED BY "l GONDOLA UNITS (TYP.). rs`' AREA OF TENANT'S GRAPHICS .r ' REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATIO�1 NEW 2'-0” x 4'-0" 1x4 POPLAR WOOD SHEET-- -\ % ACOUSTICAL CEILING TILE TRAM PAINT RED \ / 11'-0" A.F.F. F PAINT WHITE ------------------------7777------------------------ ----- --I i ----------_..___-_..-__------------------------- --- - --------------------------------------------------- 0 \\ WALL SURFACE AREAS BELOW WALL 1 x4 WD TRIM (RED) NOT// COVERED BY GONDOLA UNITS SHALL BE PAINTED WHITE // \ 06 00 \ \ 10r /> 'HALL SURFACE AREAS BELOW 1 x4 WD TRIM (RED) NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED WHITE CD 0 LLJ u) LL LLJ W a � co PROVIDE VINYL BASE ON WALL SURFACES NOT COVERED BY GONDOLA UNITS (TYP.). r.r IATIUNink I EXPOSED CONCRETE FLOOR SLAB (FLOOR FINISH BY FUTURE TENANT) EXPOSED CONCRETE FLOOR SLAB (FLOOR FINISH BY FUTURE TENANT) 1x4 HORIZONTAL FURRING EXTENDS TO FARTHEST CUTER EDGE OF LAST GONDOLA - (REFER TO TENANT'S FIXTURE PLAN). CONDUIT IN 'HALL TO 4" ABOVE OFFICE CEILING FOR LONG HAUL. CABLE (PLENUj\,I-RATFn WIRF) STANDARD DUPLEX RECEPTACLE FAX TELEPHONE JACK STANDARD DUPLEX RECEPTACLE JUNCTION FOR SPEAKER WIRE JUNCTION FOR LONG HAUL CABLE CONNECTION FILE CABINET (SUPPLIED BY TENAN_ s NTERIOR OFFICE SCALE: sir - V-0" PROVIDE VINYL BASE ON WALL SURFACES NOT COVERED BY GONDOLA UNITS (TYP.). SLATWALL TO 8'-6" PROVIDE (3) '10" WIDE 3/4' PLYWOOD SHELVES (PAINT WHITE). SUPPORT W/ TENANT SUPPLIED SHELF BRACKETS. PROVIDE (1) 15" 'WIDE 3/4" PLY`NOOD SHELVES (PAINT WHITE). SUPPORT W/ 2x4 WOOD CONSTRUCTION, LOCATE 2 1/27 DIA HOLE FOR PRINTER WIRES DIRECTLY ABOVE HOLE IN COUNTER. SEE ENLARGED OFFICE PLAN. QUAD RECEPTACLE � 1 COUNTER - SUPPORT WITH 2x4 WOOD CONSTRUCTION. DUPLEX .RECEPTACL_E (165362) W/ ISOLATED DEDICATED CIRCUIT. 4' VINYL COVE BASE DUPLEX RECEPTACLE (165362) W/ ISOLATED DEDICATED CIRCUIT. U act 'o Orson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com 0 COPYRIGHT NI reports, plans, specifications, computer filen, field date, notes and other documents are instruments of eervica prepared by Cuhoci fc Petersen, Architects as instruments of service remain the property of Cuhoci do Peterson, Architects. Cuhoci u Petsrscn shell stein all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reproduction of thio document without xritten permission from Cuhcei & Peterson is a violation of Federal copyright laws. z 0 0 <0 CD 0 LLJ u) LL LLJ W a � co LLI LLI U L0 James El Downs RE`/ISION PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRA'NN MM/MS/AN CHECKED MP SHEET" A-4 0 0 C0 N Q N , N , D , Q r D 0 c v F_ 0 cL> N N 0 0 s c 0 0 LLI LO (10 0 � LL LLI LLJ � 0 L 0 Q0 I--• L J h 'j LLI M LL F- Cl - James El Downs RE`/ISION PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRA'NN MM/MS/AN CHECKED MP SHEET" A-4 0 0 C0 N Q N , N , D , Q r D 0 c v F_ 0 cL> N N 0 0 s c 0 DOOR SCHEDULE , GYPSUM BOARD ON METAL STUDS METAL STUDS PER PLANS HOLLOW METAL FRAME 18 GA. PAINT 18 GA. GALV. METAL DOOR 1-3/4" THICK, PAINT, SEE DOOR SCHEDULE. EXISTING STRUCTURE ABOVE NOTE: 1 3/8" SOLID CORE CONTINUOUS 6" METAL WOOD AT DOOR TYPE "K" TOP RUNNER ANCHORED TO STRUCTURE ABOVE h / JAMB TYPE SEE REFLECTED CLO. PLAN FOR CEILING HEIGHTS DRAWING 1/A-2 18 GA, GALV. METAL DOOR 1-3/4" THICK, PAINT, SEE DOOR SCHEDULE. \, \\ MARBLE \\, THRESHOLD HANDICAP ` ACCESSIBLE \\FINISH AS SCHEDULED 3/4.3/473/4" 1 1 `' �" 1 KA'NNEER TRI—FAB 450 STOREFRONT SYSTEM. 1/4" TEMPERED GLASS P.P.G. OR EQUAL. MODEL 72 NARROW STYLE DOOR. SEE DOOR SCHEDULE. " ROSS UL SYSTEM No. U465` THERMARBER SAFING INSULATION UL DESIGN No,HW-S-0030 (BOTH SIDES) 6" METAL STUDS 16" O.C. (20 GAUGE) ONE DRYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE METAL STUDS I " FUTURE TENANT " I l I l I I l l i l i \ti TYPICAL BATTS & 0//'BLANKETS BETWEEN STUDS CONTINUOUS 3 5/8" METAL 4 BASE BOTTOM RUNNER ANCHORED TO CONCRETE FLOOR SLAB EXISTING COCKEYE FLOOR SLAB i 0 —(y FINISH FLOOR ' ' ` '. : • ••• �T 7 FOAL PARTITION HU A T E D' SEE F, FOR C DRAWI " TC CONTif BO -Fro ANCHC FLOOR BASE 0'-0" FINISH FLOC r2- - " � 10 A F"IT A �L STUDS ) GAUGE) DF 5/8" ,RD EA. -SALES AREA " :OCRETE a DN1-RAiED. SYSTEM \\ SCALE; 3/4" 1'-0" SCALE: 3/4" = V-0" NUM / GLASS DE 1ER SEAL CONCRETE SLAB REFER TO FINISH SLOPE SCHEDULE FOR FLOOR 1/4!'/FOOT FINISH MATERIAL q1 SYSTEM qg ,7ryup�o 7J A 'J'p� ^per — � �i gym✓ �/ ��/� SYSTEM ��J i i J ! m� ��W0 Nonbearing Wall Rating — 1 HR. ASSEMBLY RATINGS 1 cc 2 Hr (SEE ITEM2) {IST. EXTERIOR COMPRESSIBLE JOINT WIDTH -- 3/4 IN. N1AX )NCRETE WALK FILLER BOARD & SEALANT SU TYPE 4 A 3 1 3 MMr4"h "hNr r"r"r41� Mr'r'h"dNY�h" . & WOMENS TOILET SIGNS IDOOR LLED ON /ALL ADJACENT— — — \TCH SIDE OF DOOR. SCALE: 1/4!'=1'-0" 4r- RCTERS SHALL BE 48" ALL DOORS WITH GLASS I I I & 60" MAX. ABOVE FINISH R. MEASURED FROM THE \ TO BE 1/47 TEMPERED I I I , 28 INE OF CHARACTERS. GLASS -CLEAR, 1. Floor and Ceiling Runner - (Not Shown) - Channel shaped runners, (I I I 25 MSG (min.) gale, steel 1 1/4 in. high, return legs 6 in. wide (min), 2CO 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 28 2A 2C 25 MSG (min) galy. steel max. stud spacing 24 in. o.c. A 8" l 0 3. Batts and 'Blankets* - (Optional) BG - Mineral Mmol or glass fiber butts partially or Georgia-Pacific Corp. - Type DGG, GPFS-3, GPFS-6, or GPFS-C. completely filling stud cavity. National Gypsum Co. - Types FR, FSW, FSW-G, WR. 2. Nall Assembly - The 1 or 2 hr, fire rated gypsum wallboard/steel sud wall Pabco Gypsum - Type C, PG -3, PC -5, PG -9, or PG -C, assembly shall be constructed o the materials and in the manner described in the 4. Wallboard, Gypsum* - 5/8 in. thick, 4 ft. wide, attached to steel studs Standard Gypsum Corp. - Type SGC, SG -C, or SGC -G. and floor and ceiling track with 1 in. long, Type S self -tapping steel 00 screws spaced 8 in. o.c. along vertical edges, and 12 in, o.c. in the 1. Floor Assembly - The fire rated fluted steel deck/concrete floor assembly shall be field of the board. joints oriented vertically and staggered on opposite sides constructed of the materials and in the manner described in the individual floor of the assembly. When attached to furring channels with 1 in. long, type S ceiling design in the UL Fire resistance directory and shall include the following steel screws spaced 12 in OC. length than assembly height. with bottom nesting in and resting on floor runner Yeso Panamericano SA de CV - Type AR construction features: w iia ~ B I r, IT riot to exceed 24 in. o.c. 413. Wallboard, Gypsum* - (As an alternate to Item 4 and 4A) - Nom. 5/8 in. thick, A.) Steel floor and Form Units* - Max 3 in. deep Galy steel fluted units. 4/ O t T I N E t N � o INF, N Cuhaci & Peterson Architects cn 1220 ALDEN ROAD < ORLANDO, FLORIDA 32803-2545 0 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.corn r -I QD CCPYTImIT NI reports, plans, specifications, computer files, Heid data, notes and other documents are Instruments of serdce prepercd by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Pstemon, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reprcducticn of this docurnent without written permission from Cuhaci & Peterson is a Aclation of Federal copyright lows. Z Iii m U ypsu, nc. - ype -C, DDDG3, DDG2 or DDN1. Canadian Gypsum Co., Ltd. - Types C, SCX, SHX, WRX. Eagle -Gypsum Products - Type EG -C or EGX-11. B.) Concrete - Min 2-1/2" thick reinforced concrete as measured from the top plane of the floor units. SCALE Georgia-Pacific Corp. - Type DGG, GPFS-3, GPFS-6, or GPFS-C. TO National Gypsum Co. - Types FR, FSW, FSW-G, WR. 2. Nall Assembly - The 1 or 2 hr, fire rated gypsum wallboard/steel sud wall Pabco Gypsum - Type C, PG -3, PC -5, PG -9, or PG -C, assembly shall be constructed o the materials and in the manner described in the 0 Republic Gypsum Co. - Type RG -C. individual 0400 - Series Wall or Partition Design in -the UL Fire Resistance Directory Standard Gypsum Corp. - Type SGC, SG -C, or SGC -G. and shall include the following construction features: Temple-Inland Forest Products Corp. - Types T, TP -5, VPB-Type T 00 United States Gypsum Co. - Type AR, C, FCV, IP -X1, IP -X2, SCX, SHX, YVestroc Industries Ltd. -Type Westroc Fireboard. A.) Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of gale steel channels sized to accommodate steel studs (Item 213), Ceiling runner to be secured to valleys of steel floor units (Itern A) With steel Fasteners or 4A. Wallboard, Gypsum* - (As an alternate to Item 4) - Nom. 3/4 in. thick, by welds spaced max 24 in. OC> LU installed as described in Item 4 with screw length increased to 1-1/4 in. B.) Studs - Steel studs to be min 3 1/2" wide. Studs cut 1/2 to 3/4" less in LL Canadian Gypsum Company - Type AR United States Gypsum Co. - Type AR. length than assembly height. with bottom nesting in and resting on floor runner Yeso Panamericano SA de CV - Type AR wand with top nesting in ceiling runner with or without attachment. Stud spacing w iia ~ co riot to exceed 24 in. o.c. 413. 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. C.) Wallboard, Gypsum - 'Nall board sheets installed to a min. total thickness of Canadian Gypsum Company - Type WSX. United States Gypsum Co. - Type WSX 5/8 In. arid 1-1/4: on each side of wall for 1 and 2 hr rated assemblies, LO Yeso Panamericano SA de CV - Type WSX respectively. Wall to be constructed as specified in the individual Wall and Partition i� Design in the UL Fire Resistance Directory, except that wallboard is cut to the contour of the steel floor units with a max 3/4" gap between the top of the wallboard and the floor units. 5. Joint Tape and Compound - Vinyl dry or pre -mixed joint compound, applied in The hourly ,fire rating of the joint system is dependent on the hourly fire rating two coats to joints and screw heads: paper tape, 2 in. wide, embedded in the first layer of the wall. LU of compound over all joints. As an alternate, nominal 3/32 in thick gypsum veneer E plaster may be applied to the entire surface Classified veneer baseboard. Joints reinforced. 3. Fill Void or Cavity Material - Caulk - Min 5/8" and 1-1/4!' thickness fo fill 6. Furring Channel - (Optional - Not Shown)-- Resi;ient 25 MSG galv steel furring material for 1 and 2 hr. rated assemblies, respectively, installed on each side of the L channels spaced vertically max 24 in. OC, flange portion attached to each intersecting wall between the top of the wallboard and all surfaces of the steel floor units, stud with 1/2 in long type S-12 panhead steel screws flush with each surface of the wall. Minnesota Mining and Mfg. Co. - CP 25WB+ *Bearing the UL Classification Marking Bearing the UL Classification Marking 4/ O t T I N E t N � o INF, N Cuhaci & Peterson Architects cn 1220 ALDEN ROAD < ORLANDO, FLORIDA 32803-2545 0 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.corn r -I QD CCPYTImIT NI reports, plans, specifications, computer files, Heid data, notes and other documents are Instruments of serdce prepercd by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Pstemon, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reprcducticn of this docurnent without written permission from Cuhaci & Peterson is a Aclation of Federal copyright lows. Z NOT TO SCALE � � %NOT TO SCALE 4/ O t T I N E t N � o INF, N Cuhaci & Peterson Architects cn 1220 ALDEN ROAD < ORLANDO, FLORIDA 32803-2545 0 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.corn r -I QD CCPYTImIT NI reports, plans, specifications, computer files, Heid data, notes and other documents are Instruments of serdce prepercd by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhaci & Pstemon, Architects. Cuhaci & Peterson shall retain all common law, statuatory and other reserved rights, including the copyright thereto. Any use or reprcducticn of this docurnent without written permission from Cuhaci & Peterson is a Aclation of Federal copyright lows. Z 0 LIJ 0 00 I < Z> LU co LL (j) LL1 l w iia ~ co LIJ LU J U L ames i0000*""_- REVISION 2 109-11-01 3 1 4 i 5 5 I 7 i PROJECT NO. 200110 SCALE AS SHOWN DATE 09--29-00 DRAWN MM/MS CHECKED MP SHEEP I r9 - P N E LIJ l LIJ LO i� C0 < LU 0 E < LL Lu L 0 0 0 Z LLJ LLw J o a LL_ l<�y� w ames i0000*""_- REVISION 2 109-11-01 3 1 4 i 5 5 I 7 i PROJECT NO. 200110 SCALE AS SHOWN DATE 09--29-00 DRAWN MM/MS CHECKED MP SHEEP I r9 - P N E EXISTING MASONRY WALL SUSPENDED ACOUSTICAL CEILING TILE AND GRID l 1X4 HORIZONTAL FURRING STRIPS SCREWED TO MASONRY WITH HILTI 1/4'x 4" K`TIIK— I kONI1 FASTENERS AT 24" OC. r� 4 I I A -5a II I II I I TENANT DEMISING WALL: EXISTING MASONRY I I WALL WITH METAL FURRING AND GWB. PATCH AND REPAIR AS REQUIRED. II II II SALES AREA II iI GWB. ON METAL FURRING — REFER I I TO WALL CONSTRUCTION TYPE, BELOW GONDOLA FIXTURE SUPPLIED BY TENANT I i FUR CONTRACTOR INSTALLATION ((YP) I I 1X4 HORIZONTAL FURRING STRIPS SCREWED I I TO MASONRY WITH HILTI 1/4"x 4" KWIK— I I CONII FASTENERS AT 24' OC. EXISTING CONC. FLOOR SLAB J NOTE: ATTACH GONDOLA FIXTURE UNITS PER MANUFACTURER'S INSTRUCTIONS. (,—W., EXISTING STRUCTURE ABOVE SUSPENDED ACOUSTICAL CEILING TILE AND GRID 4 1X4 HORIZONTAL FURRING STRIPS SCREWED 0) ! TO METAL STUDS WITH HILT[ 1/4% x 4' I I K'NIK—FLEX SELF DRILLING SCREWS AT EACH STUD N METAL STUDS AMD GWO PARTITION REFER TO WALL CONSTRUCTION TYPES, BELOW. r SALES AREA i I TENANT DEMISING WALL: EXISTING METAL STUDS AND CID I I FIRECODE GWB PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING PER CODE. II it i I PARTITION WALL: BY LANDLORD'S CONTRACTOR 6" i I (20 GA) METAL STUDS 0� 16" OC WITH ONE LAYER N 5/8" TYPE "X" GWB. EACH SIDE TO ROOF DECK. I I FIRE TAPE ALL JOINTS. CONSTRUCTION SHALL COMPLY N I I WITH UL DESIGN #0465 FOR ONE HOUR FIRE RATING. II ca I I GONDOLA FIXTURE SUPPLIED BY TENANT I I FOR CONTRACTOR INSTALLATION (TYP) 1X4 HORIZONTAL FURRING STRIPS SCREWED I I TO METAL STUDS WITH HILTI 1/4!'x 4" i KWIK—FLEX SELF DRILLING SCREWS AT EACH STUD II I EXISTING GONG. FLOOR SLAB I I `I J NOTE: ATTACH GONDOLA FIXTURE UNITS PER MANUFACTURER'S INSTRUCTIONS. d- L VEXISTING STRUCTURE ABOVE SUSPENDED ACOUSTICAL CEILING T11 AND GRID , cfl CTI*'U""N-C'ou"""'N'fZ%5TRUCTI'^UN TY'P7— ;2-3 0"EC";-T1vP4"N SCALE: 1/ = 1'-0" )F MOTOR JOINT EXISTING BRICK AND CMU WALL PROVIDE ONE LAYER 5/8" GY/B. ON 3 5/8" (20 GAGE) MTL STUDS (0 12" OC. 4' VINYL BASE EXISTING CONC. FLOOR SLAB SUSPENDED ACOUSTICAL CEILING TILE AND GRID GWB — PAINT WHITE N N 1x4 POPLAR WOOD TRIM - IL PAINT RED. 0I 1X4 HORIZONTAL FURRING STRIPS SCREWED - TO METAL STUDS WITH HILTI 1/4"x 4' NF- KWIK-FLEX SELF DRILLING SCREWS AT EACH STUD \_ Q I I r I I N I I GONDOLA FIXTURE SUPPLIED BY TENANT FOR CONTRACTOR INSTALLATION (TYP) TRIM DETAIL SCALE: 1" = 1'-0" HOOK .--.---2 #5 MIDDLE # 4 @ 12" 0. C, #3 C 12" O.C. \> ° n 4 <1 n to x O , \`>x //\/�//\//�//,\ \\\/ Ca�4 #5 T & B/ \/ \/ \/ \/ /\/ \/ X'\ ///\// /\ Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wwwx-pxom All reporta, plana, apeciiicativrar, cornputor filoo, field doto, notes and other documents are instruments of serrice prepared by Cuhaci & Peterson, Architects as instruments of aerdce remain the property of Cuhaci & Peterson. Architects. Cuhcci & Peterson shall retain oil common law, atatuatory and other reuervad rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci Lc Peterson Is a violation of Federal copyright lairs. z i 1 l 0 W 1 I VACUM I 3/4" PLAYWOOD CHARGER PAINT WHITE I L �I (0 iQ 27x 4' STUDS PAINT WHITE C� I- M _ERSINK 3/8" ULL SION ANCHORS, � LEDGER ® OO Qo )F MOTOR JOINT EXISTING BRICK AND CMU WALL PROVIDE ONE LAYER 5/8" GY/B. ON 3 5/8" (20 GAGE) MTL STUDS (0 12" OC. 4' VINYL BASE EXISTING CONC. FLOOR SLAB SUSPENDED ACOUSTICAL CEILING TILE AND GRID GWB — PAINT WHITE N N 1x4 POPLAR WOOD TRIM - IL PAINT RED. 0I 1X4 HORIZONTAL FURRING STRIPS SCREWED - TO METAL STUDS WITH HILTI 1/4"x 4' NF- KWIK-FLEX SELF DRILLING SCREWS AT EACH STUD \_ Q I I r I I N I I GONDOLA FIXTURE SUPPLIED BY TENANT FOR CONTRACTOR INSTALLATION (TYP) TRIM DETAIL SCALE: 1" = 1'-0" HOOK .--.---2 #5 MIDDLE # 4 @ 12" 0. C, #3 C 12" O.C. \> ° n 4 <1 n to x O , \`>x //\/�//\//�//,\ \\\/ Ca�4 #5 T & B/ \/ \/ \/ \/ /\/ \/ X'\ ///\// /\ Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: wwwx-pxom All reporta, plana, apeciiicativrar, cornputor filoo, field doto, notes and other documents are instruments of serrice prepared by Cuhaci & Peterson, Architects as instruments of aerdce remain the property of Cuhaci & Peterson. Architects. Cuhcci & Peterson shall retain oil common law, atatuatory and other reuervad rights, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci Lc Peterson Is a violation of Federal copyright lairs. z 0 W 0 L jo <0 C� I- M ULL to a z E co J U Ln W W L 0 W ilj f W � .". CN < z 0 'z woo O E U) zL I� C) Lij 0 w U p o LU LL 60 < w M M 4)zime ®owns d REVISION j 1 I 2 3 I 4 5 I 6 """R C SHELF IL 3�"` ND V � � � � DETAIL PROJECT N0. 200110 ETAIL " " » SCALE: 1 = 1'-0" SCALE: 1 = 1 -0 SCALE: 1 = 1 -0" SCALE AS SHOWN DATE 09-11-01 DRAWN Mid/MS/AN CHECKED MP SHEET- A- , z C7 O C0 z PQ CD N a iV a Ui Y• O C -o r � I co y nD N O co -A v c 9 \ENLt1FlG�9 REST-ROOj,9 PLA"iA d - FIBERGLASS REINFORCED PANEL G. C. TO PROVIDE SOLID BLOCKING IN —WATER THE WALLS FOR `NATER RESISTANT GYP. GRAB BARS RESISTANT GYP. BD. TYPICAL © SUPPORT. ALL VBD. TYPICAL @ ALL WET AREAS GRAB BARS ALL WET AREAS PAINTED MUST SUSTAIN PAINTED THE BENDING STRESS, SHEAR 3'- 6 1' STRESS, AND 1, 3,-6r, i 1 SHEAR FORCE I I OF 250 LBS POINT LOAD - -- _ --- - _ _.-- P.1 ---- L ---------- ---- d- FIBERGLASS �, _ FIBERGLASS �REINFORCED I I REINFORCED PAINEL FPANEL I I vF-1E 7 71-10 0 Ail E LEE V A T 1, 0) AN' (a:)RESTROOM ELEVAT10"N 8' SCALE: 1/2" = 1'-0" WATER / RESISTANT GYP. / BD. TYPICAL @ / ALL 'NET AREAS / PAINTED \ FIBERGLASS \ REINFORCED \ PANEL SCALE: 1/2" = 1'-0" `NATER(NATER RESISTANT GYP.. BD. TYPICAL @ ALL WET AREAS � \ RESISTANT GYP. \ /—BD. TYPICAL @ i\ ALL WET AREAS \ 2 109-11-01 O PAINTED PAINTED \ 4 Fig. 27 6 I Fig, 29 Fiig. 31 20 GA. METAL STUDS PROJECT NO. ' SCALE Clear Floor Fig. 32 Space a -t Lavatories O \ O Water Closets Lava -tory Clearances 2"X6" WOOD BLOCKING ATTACHED TO METAL STUDS W/ 3" DRYWALL SCREWS. f� MOUNT BLOCKING FLUSH WITH FACE OF 11 1111 11 STUD. I1 J1 II 11 11� I I i it II 1 FACE OF WALL FINISH TO CENTER- I 1 LINE OF FIRST STUD IS TO BE 1 EXACTLY 6 I ) ,� 3 cfl I1 111: a A II /�' �,I_ r� CENTERLINE OF CHANGING STATION � � � � � � CENTERLINE OF UPPER ROW MOUNTING , r— n HOLES IN BACK WALL Or UNIT. VERIr ( THAT THIS MOUNTING HEIGHT WILL GIVE A +34" BED HEIGHT WHEN UNIT IS r r r r INSTALLED. SEE MANUFACTURES INSTALL- ATION INSTRUCTIONS FOR ADDITIONAL INFOR4fATIDN 16' ROUGH OPENING CENTERLINE OF TOWEL DISPENSER 17"-19" _ ' I , - ,-----------______ __- ICLEAft I 1 FLOOR 1SPACE I i 0 I i(a) I i. -------------------- ..I (-� x r ; � 5= � � a yr max 8' min fo ,- ,- - NOTE: EQUIPMENT PERMITTED IN SHADED AREA Spout Height and Knee Clearance -�30" minmini 2i4 mai _ �=� �`--L� ME , � to 0 1 --------- �— (b) Clear Floor Space 3U" minIl� NOT "f0 EXCEED 36" min 36 mI.. Iv 2 min 12 min ; 54" min 1 1" 42 min 1 - - �� E = 1 W o o ;� -E FIBERGLASS REINFORCED PAN FIBERGILASS / REINFORCED / PANELLL / LU_j �z EL L? i / - I -F- :j24!' OO L WMO J 48" SLAT''/ALL. / PftOVIDE (3) 1 Q X 24 X J SCALE: 1/2" = 1'-0" 3/4" PLYWOOD SHELVES PAINTED WHITE. SUPPORT WITH TENANT SUPPLIED SHELF BRACKETS. i�F5TA00TA ELEVATION SCALE: 1/2" = 1'-0" G.C. TO PROVIDE SOLID BLOCKIN W THE WALLS FOR GRAB BARS WATER SUPPORT. ALL GRAB BARS MUS WATER RESISTANT GYP. SUSTAIN THE BENDING STRESS, RESISTANT GYP. BD. TYPICAL @ SHEAR STRESS, AND SHEAR FOR(:EF_ BD. TYPICAL @ ALL WET AREAS / OF 250 LBS POINT LOAD ALL WET AREAS / PAINTED PAINTED / I 3' s» s 3' Q L F // O F L Q O O IQ M M I �-- .% j B dB L_ _J j U o o j IJ _ FIBERGLASS I I i I I i�) REINFORCED N PANEL l— HOT WATER 1 1 HOT WATER I i I 1 � HOT WATER DRAIN PIPES TO DRAIN PIPES TO �i DRAIN PIPES TO BE INSULATED BE INSULATED BE INSULATED lul (E V UN Z) ESTE ELIEUTI (F�R- F."TRO ^M ELEVATI SCALE: 1/2" = 1'-0" SCALE: 1/2 " = 1'_0» PLUMBING FIXTURES AND ACCESSORIES 0 WATER CLOSET - ANIERICAN STANDARD, CADET EL. NO. 2898,012 FLOOR MOUNTED, 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. U RESTROOM LAVATORY: AMERICAN STANDARD, LUCERNE 0355,012 WHITE, WITH HERITAGE CENTERSET FAUCET 7516.172 W/4" WRIST HANDLES, OR EQUAL. O MOP SINK O URINAL: AMERICAN STANDARD, ALL BROOK 6540.017 WHITE, O EQUAL. O. SERVICE SINK: FLORESTONE MODEL #91 36"X 24"X 12" WITH STAINLESS STEEL CAP. FAUCET: CENTRAL BRASS #0054-YEL-0-ELS SERVICE SINK FAUCET. DRINKING FOUNTAIN: HALSEY-TAYLOR BARRIER -FREE HAC8BLQ ELECTRIC `NATER COOLER TWIN. INSTALLED `P// ORIFICE AT +3'�' (LOW) AND +41" (HIGH) OR AS REQUIRED TO MEET CODE. 70ELECTRIC 10 GALLON WATER HEATER. O UNLESS OTHERWISE NOTED ALL TOILET ROOM ACCESSORIES ARE BY BOBRICK. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL TOILET ACCESSORIES AS NOTED. OSURFACE MOUNTED TOILET SEAT COVER DISPENSER B-221 \� SURFACE MOUNTED SOAP DISPENSER C SURFACE MOUNTED TOILET TISSUE DISPENSER B-2893 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL B-270 ORECESSED SANITARY NAPKIN -TAMPON VENDOR, B-3500 SET FOR 25 -CENT COIN OPERATION. MIRROR `i'I/ S.S. FRANIE, 18"X36" B-2908 OG NOT USED B-396034 H TliME MIST DISPENSER (1 PER RESTROO�iM) SOURCE: WATERBURY COIMPANIES INC. PHONE; (203) 597-1812 O DIAPER CHANGING STATION #BCS01 SOURCE: AVANTI (510) 658-9778 OK TOILET ROO1M PARTITIONS: BOBRICK, DURALINE SERIES 1080 SOLID PHENOLIC PARTITIONS, OVERHEAD BRACED, C0NDJERCIAL HARDWARE, COLOR: 689 BY FUTURE TENANT OHAND DRYER, SURFACE MOUNTED, GRAY COLOR B-7007 0S.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, HOT WATER AND DRAIN PIPES UNDER LAVATORIES TO BE THERiMALLY INSULATED 4. HANDICAP TOILET TO HAVE TOP OF SEAT BETWEEN 19" A.F.F. OR AS REQUIRED BY LOCAL CODES. 5. TOILET COMPARTMENT DOORS TO BE SELF-CLOSING 6. PROVIDE EXHAUST FAN AT RESTROOMS. 7. CAULK AROUND ALL MIRRORS AND ACCESSORIES ABOVE THE WAINSCOT (EXCEPT H). 8. CONTRACTOR MUST PROVIDE SOLID IN WALL _ BLOCKING FOR ALL TOILET ROOM ACCESSORIES AND PARTITIONS. Cuhaci & Waterson 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 1) CCPYRICNT At reports, plans, specifications, computer tiles, field data, notes and other documents aro instruments of service prepared by Cunad & Peterson, Architects as instruments of serrice remain the property of Cuhaci & Peterson, Architacts. Cuhaci is Paterson shall rotain all common low, stotuatory and other reservod rights, including the copyright theroto. Any use or reproduction of this document nithout written pormleaion from Cuhaci 3 Psteraon is a violation of Federal copyrght ;aws. z 2 109-11-01 O L 4 Fig. 27 6 I Fig, 29 Fiig. 31 20 GA. METAL STUDS PROJECT NO. ' SCALE Clear Floor Fig. 32 Space a -t Lavatories Drinking Fountains _� and 'Mater Coolers 48" min Crab Bars at Water Closets Lava -tory Clearances 2"X6" WOOD BLOCKING ATTACHED TO METAL STUDS W/ 3" DRYWALL SCREWS. f� MOUNT BLOCKING FLUSH WITH FACE OF 11 1111 11 STUD. I1 J1 II 11 11� I I i it II 1 FACE OF WALL FINISH TO CENTER- I 1 LINE OF FIRST STUD IS TO BE 1 EXACTLY 6 I ) ,� 3 cfl I1 111: a A II /�' �,I_ r� CENTERLINE OF CHANGING STATION � � � � � � CENTERLINE OF UPPER ROW MOUNTING , r— n HOLES IN BACK WALL Or UNIT. VERIr ( THAT THIS MOUNTING HEIGHT WILL GIVE A +34" BED HEIGHT WHEN UNIT IS r r r r INSTALLED. SEE MANUFACTURES INSTALL- ATION INSTRUCTIONS FOR ADDITIONAL INFOR4fATIDN 16' ROUGH OPENING CENTERLINE OF TOWEL DISPENSER 17"-19" _ ' I , - ,-----------______ __- ICLEAft I 1 FLOOR 1SPACE I i 0 I i(a) I i. -------------------- ..I (-� x r ; � 5= � � a yr max 8' min fo ,- ,- - NOTE: EQUIPMENT PERMITTED IN SHADED AREA Spout Height and Knee Clearance -�30" minmini 2i4 mai _ �=� �`--L� ME , � to 0 1 --------- �— (b) Clear Floor Space 3U" minIl� NOT "f0 EXCEED 36" min 36 mI.. Iv 2 min 12 min ; 54" min 1 1" 42 min 1 - - �� E = 1 W o o ;� -E C E LU_j �z ILISU L? i fj )ET OUNFJIN AI SCALE: 1/21' - 1'-0),Co 48" min ---- ��- i- i C: 1 E( i i 1------ I -;✓ i FOUNTAIN DEPTH I _-' I Ij r.-`` I I -''' I I -I 8"I min KNEE CLEARANCE C, 0 -1 8" max TOE CLEARANCE O i L ----- J I`_---- G (a) B a c k Wall (o) Side Velall u 17' min r- OL� J M 1L1 DEPTH (c) Free -Standing Fountain or Cooler (d) Built-in Fountain or Cooler Cuhaci & Waterson 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2546 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com 1) CCPYRICNT At reports, plans, specifications, computer tiles, field data, notes and other documents aro instruments of service prepared by Cunad & Peterson, Architects as instruments of serrice remain the property of Cuhaci & Peterson, Architacts. Cuhaci is Paterson shall rotain all common low, stotuatory and other reservod rights, including the copyright theroto. Any use or reproduction of this document nithout written pormleaion from Cuhaci 3 Psteraon is a violation of Federal copyrght ;aws. z 2 109-11-01 O L 4 5 6 I O PROJECT NO. 200110 SCALE AS SHOWN DATE O DRAWN MES/M,\,I/AN LLI O lam. co C? Co L W LLJ { < _ z co LU_j �z ILISU LU 2 109-11-01 L 4 5 6 I 7 1 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MES/M,\,I/AN LLI O LLJ O L? LL1 0 n- 7. 0 Cr lij C, 0 -1 �� O O Er- G Uj `d 0 u LLJ r- OL� J M 1L1 REVISION 1 I 2 109-11-01 3 1 4 5 6 I 7 1 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MES/M,\,I/AN CHECKED MP SHEET \ � l 1-1/2" CW I 1 ' 3/4" CW C, �- HB 1 I: 7 P-4 _ 1-1/2" CW - I FD -1 1/2" Cyt! T -----� o P-5 1/2" CW ------ . l ��-- - _ I 1-1/2" CW I F- P-2 1 P-6 I I 1 -�I, IH80 1 1/2" CW 1 I i 1-1/4" CW F--- P-4 3/4" CW FD -1 I I I _._ P-3 1/2" sal 1 'NCO 1 I I 1/2" CW I I _ I I G'] PARTIAL FLOOR PLAN — PLUMBING SCALE: 1/4"=V-0" 0240 SAN 0 " SAN WALLCOVER AND SCREW DESCRIPTI( SANITARY PIPING VENT PIPING COLD NATER PIPING GATE VALVE TRAP PRIMER PIPING TRAP PRIMER WALL CLEAN OUT FLOOR CLEAN OUT FLOOR DRAIN TYPICAL NEW CONNECTION TO HOSE BIBB VENT THRU ROOF TEE UP TEE DOWN 90, UP 90' DOWN �D MAY EXTEND AS V/ASTE OR VENT CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/TOP OF ^^ LOUR LINE y'lALL PLUGGED TEE WITH CLEANOUT 1/8 C.I. BEND FLOOR LINE C.I. WASTE LINE LENGTH TO SUIT '--WASTE LINE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE .'--1 /8 G.I. SEND �-- BALANCE OF PIPING SAME AS FLOOR CLEANOUT FLOOR CLEANOUT DETAIL NO SCALE WALL CLEANOUT DETAIL NO SCALE FINISHED FLf ^� FLASHING SANITARY RISE NO SCALE RIMIER PI T r --A A M r-1 M r 1/ r- r-1 n >"a ). 1 t, 1 r— 11'1 T r n a l r -ti r- -r d 1 I NO SCALE PLUMBING GENERAL NOTES: a ALL WORK SHALL COMPLY WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE STANDARD PLUiMBING CODE. a REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED. 0 ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT. ' VERIFY LOCATION OF EXISTING WATER SERVICE AND THE LOCATION/INVERTS OF SANITARY PIPING PRIOR TO INSTALLATION. THIS CONTRACTOR TO DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK, PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS RENIOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL WORK ASSOCIATED WITH THESE PLANS SHALL NOT PASS THRU OR ABOVE ANY ROOM DESIGNATED AS AN ELECTRICAL ROOM. * 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. * ALL WORK, BOTH MATERIAL AND INSTALLATION, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. MATERIAL SPECIFICATIONS: 1. DOiMESTIC COLD 'NATER PIPING SHALL BE TYPE "L" COPPER WITH WROUGi-IT COPPER FITTINGS. 2, SANITARY WASTE PIPING SHALL BE SERVICE WEIGHT CAST IRON, NO HUB ABOVE FLOOR OR IN PLENUM SPACES. SCHEDULE 40 PVC WITH SOLVENT FITTINGS BELOW FLOOR. PLUMBING FIXTURE SCHEDULE: P-1: WATER CLOSET - AMERICAN STANDARD, CADET EL. NO. 2898.012 FLOOR MOUNTED, 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. P-2: 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. P-3: LAVATORY - AMERICAN STANDARD LUCERNE NO. 0355.012, 20x18" VITREOUS CHINA, `HALL 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" CA 2" VENT, 2" SAN. P-4: LAVATORY, BARRIER FREE - AMERICAN STANDARD LUCERNE NO. 0355.012, 20x18" VITREOUS CHINA, WALL HUNG, 4" CENTERS. PROVIDE FLOOR CARRIER WITH CONCEALED ARMS. DELTA NO. 511 WFHDF CHROME FAUCET, SINGLE LEVER, 1/2 GPM FLOW RESTRICTOR, OFFSET 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" CA HW, 2" VENT, 2" SAN. P-5: ELECTRIC WATER COOLER, BARRIER FREE - ELKAY NO. EZS--8, STAINLESS STEEL TOP, 115V. MOUNT 36" A.F.F. FROM NOZZLE. PROVIDE FLOOR CARRIER, STOP, SUPPLY, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. 1/2" CW, 2" VENT, 2" SAN. P-6: MOP SINK- FIAT, MOLDED STONE NO. MSB 3624, 36x24" COMBINATION DOME STRAINER AND LINT BASKET. T & S NO. B-0665-BSTR ROUGH CHROME PLATE FINISH' SERVICE SINK FAUCET WITH VACUUM BREAKER. 1/2" CA 1/2 HW 2" VENT, 3" SAN. FCO: FLOOR CLEANOUT - ZURN NO. Z-1444, POLISHED BRONZE ACCESS COVER, DURA -COATED CAST IRON BODY. MATCH TO PIPE SIZE. FD -1: FLOOR DRAIN ZURN Z -415-P WITH "TYPE B" ADJUSTABLE STRAINER TOP WITH SQUARE HEELPROOF OPENINGS AND SECURED GRATE. DURA COATED CAST IRON BODY WITH TRAP PRIiMER CONNECTION. SIZE TO PIPE SIZE. HB -1: HOSE BIBB, INSIDE OR MODERATE CLIMATE - ZURN NO. Z-1350- 5, ENCASED FLUSH WALL HYDRANT WITH VACUUM BREAKER, STAINLESS STEEL BOX AND HINGED COVER WITH OPERATING KEY LOCK AND "WATER" CAST ON COVER. 3/4" CW TP -1: TRAP PRIMER - ZURN Z-1022 SANI-CARD. CONNECT TO CW W/VALVE, CEXTEND TPP TO FLOOR DRf\IN AS REQUIRED. 1 /2" Cti`! ` WCO: 'HALL CLEAN-OUT - ZURN, #Z-1441, SMOOTH STAINLESS STEEL ACCESS COVER, DURA -COATED CAST IRON BODY. MATCH TO PIPE SIZE. APPROVED MANUFACTURERS: FIXTURES - AMERICAN STANDARD, KOHLER, AND ELKAY. FLUSH VALVES - SLOAN, AND ZURN C FAUCETS - DELTA, AMERICAN STANDARD, CHICAGO, SPEAKMAN, SYM\MONS, AND T&S BRASS CDRAINS AND CLEANOUTS - ZURN, JAY R. SNIITH, AND JOSAM C FIXTURE CARRIERS - ZURN, JAY R. SMITH, AND JQSANI CUhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2346 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: ww;v.c-p.corn o CCFYRICa Al reports, plans, specifcations, computer files, field data, notes and other documents are instruments of 3er6ce prepared by Cuhcci @t Peterson, Architects os instruments of sereice romain the property of Cuhcci do Peieraon, Architects. Cuhcci & Peterson ahall retain NI common lam, stotuatory and other reserved rights, inducting To copyrght thorato. Any use or reproduction of this document without written permission from Cuhcci A Peterson is a violation of Federal copyright ;a'es. REVISION 1 1 2 I 09-11-01 3 I 4 I 5 7 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MM CHECKED NS SHEET P, A */ �I 1 0 C)LUI LL O c w U L REVISION 1 1 2 I 09-11-01 3 I 4 I 5 7 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MM CHECKED NS SHEET P, A */ �I 1 C)LUI � I Cl)Lu LU C17 ' LU T-- (_'7 J L0 Lij t `l 0 0 C) 0 E D 0 LU ry 'Is 0C ' �¢ O �z w: LL �- CCOY- L (1) REVISION 1 1 2 I 09-11-01 3 I 4 I 5 7 PROJECT NO. 200110 SCALE AS SHOWN DATE 09-29-00 DRAWN MM CHECKED NS SHEET P, A 1 U 0 0 0 T 'D PROPOSED NEW 277/48OV, 30, 4'N, PAD MOUNTED TRANSFORMER FOR NEN FUTURE TENANT AND ROSS POWER POLE FOR REGISTER WIRING - PROVIDE DUPLEX RE( ON SECURITY CAMER, ON 'NALL ABOVE CEIL TC MOUNTED TELEPHON ON OFFICE WALL 60' i DUPLEX RECEPTACLE DEDICATED CIRCUIT -i % © 18" AFF QUAD OUTLET MTD. DUPLEX RECEPTACLE MOUNT @ 42" AFF > QUAD OUTLET MTD. > DUPLEX RECEPTACLE DEDICATED CIRCUIT-! > © 18" AFF > C POWER PLAN �. SCALE: 1/8"=l' -O" 0 0 0 0 C7) 0 ..• POWER PLAN NOTES: O 1. REFER TO MECHANICAL EQUIPMENT POWER 'MIRING DETAIL ON SHEET E-2 FOR CIRCUITRY AND DISCONNECT MEANS. 2. (1) 3" EMPTY CONDUIT WITH PULL 'f'IIRE TO PROPERTY LINE FOR TELEPHONE SERVICE. COORDINATE 'PATH LOCAL TELEPHONE 00. FOR EXACT ROUTING AND POINT OF TERMINATION PRIOR TO INSTALLATION. l`a 5 AS SHO'NN 0 \A2 ..• LLJ0 CHECKED NS SHEET E-1 0 A/ LIGHTING PLAN SCALE: 1/8"=l' -O" �� \ LIGHTING PLAN NOTES: 1. FIXTURES SHALL BE TYPE "A" UNLESS OTHERIMSE NOTED. Z ALL EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED TO AN UNSWITCHED LOCAL LIGHTING CONDUCTOR. Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2545 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c-p.com Q COPYR:OiiT All reports, plans, specifications, computer file3, field dato, notes and other dccumenta are instruments of service prepared by Cuhaci & Peterson, Architects as instruments of service remain the property of Cuhcci & Peterson, Architects. Cuhaci & Peterson shall retuin all common law, atatuatory and other reserred nght3, including the copyright thereto. Any use or reproduction of this document without written permission from Cuhaci & Peterson is a violation of Federcl copyright laws. z L AS SHO'NN 0 SEPTEMBER 29, 2000 DRNNN LLJ0 CHECKED NS SHEET E-1 0 C) CD M Co LU U) LL LU w z z z CO rr w U 0 S UI MAY 31, 2001 I SEPT 11, 2001 I I I I I PROJECT NO. 200110 L AS SHO'NN DATE SEPTEMBER 29, 2000 DRNNN LLJ0 CHECKED NS SHEET E-1 0 LLJr L 10 C ILL 0 0r) 0 < LU ;cr 0 u, 0 Z.D CDw no LL *`e)0 UI MAY 31, 2001 I SEPT 11, 2001 I I I I I PROJECT NO. 200110 SCALE AS SHO'NN DATE SEPTEMBER 29, 2000 DRNNN MM CHECKED NS SHEET E-1 u NEW TENANT SPACE 4-#500 MCM CU, 1—#3 E. (3, EQUAL TO IN 3 1/2"C. INTERMATIC ET70215C ,l 45 KVA TRANSFORMER EQUAL TO SQUARE 'D' — PROPOSED NEW 277/48OV, 30, 4W 400 CAT. #45T3H PAD MOUNTED TRANSFORMER 3 400 PNL PNL (s00WWPo W!" "A" T "B" C UTILITY r- -i >-4-#1/0, i SEE PANEL 1-#6 E.G., �CFMR #1/0 CU. GND. i I SCHEDULE T IN 2"C. I i 45 KVA L_ _J -........._.................................. _... - _-., W...Gri.a................................... ELECTRICAL CONTRACTOR SHALL VERIFY IF 4-#500 MCM CU; ADDITIONAL DISCONNECT SWITCH IS IN 3 1/2"C. REQUIRED AHEAD OF METER WITH FLORIDA POWER AND LIGHT CO. .PO\IA7/ER RISER DIAGRAM NOT TO SCALE TOTAL CONNECTED LOAD: 85.6 KW Q 48OV., 30 = 103 AMPS EQUIPMENT GROUND BAR CONNECTION OF FULL SIZE GROUND CONDUCTOR TO BLDG. STEEL AND FOUNDATION REINFORCING STEEL ---\ / I FULL SIZE SERVICE EQUIPMENT w SHEET 0 E-2 NEUTRAL BONDING BUS JUIMPER 0 —ENCLOSURE (TYP) -FULL SIZE NG CONDUCTOR PER N.E.C. 250-94. (SEE POWER RISER DIAGRAM) EXTERIOR METAL WATER PIPE PER N.E.C. 250-80. —5/8" x 20'-0" COPPER GROUND ROD (TYP. OF 2) 6'-0" MIN. Groundin-19 Electrode Conductor Detail NO SCALE ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. 30/3/30 D.E.7 120V. -�-- Jr� RTU -1,2.3,4 ''''ip A-31,33,35 A-32,34,30 A-37,39,41 A-38,40,42 REFER TO PANEL SCHEDULES FOR WIRE AND CONDUIT SIZES. ECH. EQUIP. POWER WIRING DETAILS N.T.S. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH -IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). Cuhaci & Peterson Architects 1220 ALDEN ROAD ORLANDO, FLORIDA 32803-2548 PHONE (407) 228-4220 FAX (407) 228-4219 INTERNET: www.c—p.com m COPYR:G1 ff All reports, plans, specifications, computer files, Held data, notes and other documents ore instruments of aervice prepared by Cuheci & Peterson, Architects as instruments of service remain the property of Cuheci &Peterson, Architects. Cuhaci & Peterson ehail retain all common law, itatuotory and other reser•red rights, including the copyright thereto. Any use or reproduction of this document 'without Britten permission from Cuhaci & Peterson is a violation of Federal copyright laws. REVISION Z\1 MAY 31, 2001 SEPT 11, 2001 I I I I I PROJECT NO. 200110 SCALE AS SHO01 DATE SEPTEMBER 29, 2000 DRAWN MM CHECKED NS w SHEET 0 E-2 w 0 << LU u) L.L ( LL1 u LLJ 3: < w z z 2 � c 0 U L REVISION Z\1 MAY 31, 2001 SEPT 11, 2001 I I I I I PROJECT NO. 200110 SCALE AS SHO01 DATE SEPTEMBER 29, 2000 DRAWN MM CHECKED NS w SHEET E-2 w 0 0 1 w r CO C) _o- 0C� w LIJ Z0 L C n 0 w 0 z � � w � � I w CK rr�� vJ U REVISION Z\1 MAY 31, 2001 SEPT 11, 2001 I I I I I PROJECT NO. 200110 SCALE AS SHO01 DATE SEPTEMBER 29, 2000 DRAWN MM CHECKED NS SHEET E-2 0 0 V) N b N i 0 0 ca m Iv z 0 Q m r • -o r • I 0 1 N N G) Q CD fV K � ' . . . ��` 0J//� �^ ^^�`��/� � -/ ---''---~ ' °-~ '-~- � ~ (�,,�� o ,,��Tmq � _ /,� / �!5�Z 5cq 4o ' SPRINKLER LEGEND SYMBOL DESCRIPTION G) NEW SPRINKLER TO MATCH EXISTING EXISTING SPRINKLER TO REMAIN x EXISTING SPRINKLER TO BE REMOVED I o RELOCATE EXISTING SPRINKLER 0 TO 0 NEW LOCATION FIRE PROTECTION DESIGN CRITERI / ! | | 0 0R|MARY HAZARD TYPE 2 OCCUPANCY. 0 200 SQUARE FEET - MAXIMUM SPRINKLER SPACING. GENERAL NOTES: (EIRE SPRINKLERS) | ' ^ THE SPACING OF SPRINKLERS: THE SPACING AND SIZES OF PIPES SHALL CONFORM TO THE | ' REQUIREMENTS OF NFPA PAMPHLET NO. 13. SPRINKLERS SHALL BE INSTALLED BY PERSONNEL W'HO ' �HAVE ENGINEERING FACILITIES AND EXPERIENCE IN SUCH WORK AND WHO ARE REGULARLY EMPLOYED TO DO SUCH WORK. ^ � IN LOCATING SPRINKLERS AND PIPING, CONTRACTOR SHALL COORDINATE THE SPRINKLER LAYOUT WITH THE LIGHTING AND AIR CONDITIONING LAYOUT. *'ALL MATERIAL SHALL BE OF APPROVED QUALITY AND THE WORK SHALL BE D0M[ IN A THOROUGH AND WORKMANLIKE MANNER. THE WORK, MATERIALS AND TEST SHALL BE IN ACCORDANCE 'NIFH | THE CURRENT REQUIREMENTS OF NFPA PAMPHLET NO. 13 AND 14'LATEST EDITION. ! / | � � PIPING: SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE AND FITTINGS CONFORMING TO ASTM /\-120-55 k�|N�WUkJ SIZE |S ONE ^\ INCH. SCHEDULE \0 MAY 8E USED FOR 2 1/2 - AND ^ . ,' '- ' AND LARCER. D0 NOT THREAD TH|NWALL PIPE. / � PIPE SUPPORTS: HANGERS, CLAWPS, RODSAND OTHER ACCESSORIES OF AN APPROVED TYPE AND IN SUFFICIENT NUMBER TO PROPERLY SUPPORT ALL PIPING SHALL BE FURNISHED AND INSTALLED. PIPING SHALL BE SUPPORTED BY ROUND WROUGHT U -TYPE APPROVED ADJUSTABLE HANGERS. -- � SPRINKLERS SHALL ~ ORIFICE TYPE OF ORDINARY DEGREE E EXCESSIVE' G TEMPERATURES ARE ANTICIPATED. IN THESE LOCATIONS HIGH TEMPERATURE SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA NO. 13. ' 0 CONTRACTOR TO INDICATE SPRINKLER TEMPERATURE RATING, ORIFICE SIZE AND TYPE ON FINAL F DRAWINGS. 0 PROVIDE AND MAINTAIN A W|N|WUk4 OF 18 INCHES CLEARANCE BETWEEN THE ' BOTTOM OF THE SPRINKLER DEFLECTOR AND THE TOP OF 3T0RACE, FILES, ETC. 0 REFER TO ARCHITECTURAL DOCUMENTS FOR LOCATIONS OF ALL SMOKE AND FIRE WALLS WHICH FIRE PROTECTION PIPING PENETRATES AND PENETRATION DETAILS SHOWING THE MAINTAINING OF THE INTEGRITY OF THE SMOKE/FIRE S/\FED IN AN APPROVED MANNER WHEN PENETRATING WALLS AND FLOORS. SEEDETAILS. ' 9 CONTRACTOR TO SUBMIT A SET OF INSTALLATION DRAWINGS AND HYDRAULIC CALCULATIONS FOR ENGINEERS RE\4[VK ' . ` (_D '~� ^ / UVSTALLEDsFY: , fAL ` m^ �� k �"~~^�10v*AO��°^� As ` mmM6=mwm ' 4EMIL � AN' =° SOUTHEAST ac FIRE SPR/NKLERS]NC, - Lo 2801 W. AIRPORT BLVD _ mANFORD FLORIDA PHONE (407)"a'1"q . � ~ = ' m -- � � CL _ o - u' . ,o m m - . CD _ m ` vo "^ | | . ' �o [} c» � ^t � ' ' . ` `\ ' . ` `\ I j y i f I City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed; National Electrical Code 1996 ed. See City Code AMENDMENT'S FL. Accessibility Codes 1997 FL. Energy Cod,, 1997 I SANFURD5UIL.,UIi`1Ci THESE PLANS ARE R�V1�V1) 0 AND CONDiTIVNALLY ACCEPTED FOR PERF11T. A REFIM1 F 15.51JIM SHALL BE CONSTRUED To >3E A LICEPI;;E-: 'ro 151RO °C 0 WITH THE WORK AND NO'r Aa AUTF99Rjj'Y 'ro VIOLATE, CANCEL, ALTER. OR SET ASIDIE ANY OF THE PROVIStOrJS OF THE TECHNICAL CODEss NOR SHALL ISSUANCE OF A PERMIT PREVENT T: iE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PI-Mis, CONSTRUCTION OR OTHER V;OLAT'O''1S OF THE CODES_ I '71 t(,, 71 CITY OF