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12-910R-001PROJECT DIRECTORY ARCHITECT: STRUCTURAL ENG: NORBERTO ROSENSTEIN GERSHON KLIEGER ARCHITECT, INC. 1909 HARRISON STREET #204 126 S. FEDERAL HWY HOLLYWOOD, FL 33020 DANIA BEACH, FL 33004 T. 954 - 923 -2111 T. 954 - 922 -6551 F. 954 - 923 -4949 F. 954 - 922 -7388 C. 305 - 586 -8441 E. INFO@ROSEN STEIN ARCHITECT. COM E. GKLIEGER @ATT.NET MEP ENGINEER: ELEVATIONS SCHEDULES &DETAILS HENZ ENGINEERING A -6 2320 NE 9th STREET, #200 FT. LAUDERDALE, FL 3 304 T. 954 - 523 -4933 MECHANICAL PLAN F. 954 - 523 -5052 E -1 E. DAVID@HENZ.COM LANDLORD / CLIENT SIMON TENANT COORDINATOR DAVID FLETCHER 115 WASHINGTON STREET INDIANAPOLIS, INDIANA 46204 T. 317 263 2287 E. DFLETCHE @SIMON.COM SYMBOL NOTES INDICATES DETAIL NUMBER INDICATES SHEET UPON WHICH DETAIL APPEARS ROOM NUMBER DETAIL REFERENCE SECTION REFERENCE ELEVATION REFERENCE COLUMN LINE NUMBER 0 DOOR NUMBER E1 EQUIPMENT NUMBER ELEVATION TOILET ACC. REFERENCE O WALL TYPE REFERENCE S.W. 57th Ave. (Red Rd.) Relocated Corridor Sunset Mall RELOCATION 48 5701 SUNSET DRIVE, SOUTH MIAMI. FL SHEE T INDEX CODE REVIEW PROJECT DESCRIPTION: CORRIDOR RELOCATION -NO CHANGE IN USE - NEW DEMISING WALL AUTHORITY: SOUTH MIAMI BUILDING DEPARTMENT 6130 SUNSET DRIVE SOUTH MIAMI, FL 33143 TEL: 305 - 663 -6325 BUILDING CODE: 2007 FLORIDA BLDG. CODE AMENDMENTS: STATE AND LOCAL PLUMBING CODE: 2007 FLORIDA PLUMBING CODE MECHANICAL CODE: 2007 FLORIDA MECHANICAL CODE GAS CODE: 2007 FLORIDA FUEL GAS CODE ELECTRICAL CODE: 2008 NATIONAL ELECTRIC CODE FLORIDA FIRE PREVENTION CODE: 2007 CODE CONSTRUCTION TYPE: TYPE: II B USE: TYPE A MERCANTILE BUILDING IS SPRINKLERED NUMBER OF STORIES: ONE AREA OF CONSTRUCTION: 11,310 OCCUPANT LOAD PER TABLE 1003.1: Al 5A 10,606/300 = 35 U I AL (35 MAX) EXITING WIDTH: 35 X 0.2 = 7" 7 "/12" = .53 L.F. REQ'D. A15A REQUIRED EXITS 2 EXITS PROVIDED @ 3' -0" + 6',0 "= 9' -0" IF. MALL STORAGE 70/300 = 1 MAN HOLE CLOSET 53/300 = 1 TOTAL Z� (2 MAX CXTSTING EVACUATION M1P a. EAP #2 ate-: -�;��• `� �0�� AREA OFIORK Levu mmmmm .: ,ve� ��� i:•t4�: GENERAL NO TES DIVISION 1 GENERAL REQUIREMENTS A -1 BLDG DATA LOCATION PLAN 1. A -2 DEMOLITION PLAN THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DISCOVERY, A -2.1 DEMOLITION PICTURES A -3 FLOOR PLAN IN ALL RESPECTS. THE CONTRACTOR SHALL BE RESPONSIBLE A -4 REFLECTED CEILING PLAN A -5 ELEVATIONS SCHEDULES &DETAILS INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, A -6 FIRE STOPPING DETAILS POLYCHLORINATED BIPHENYL (PCB) OR OTHER SUBSTANCES. M -1 MECHANICAL PLAN COMPLY WITH APPLICABLE CODES AND /OR ORDINANCES CONCERNING E -1 ELECTRICAL PLAN P -1 PLUMBING AND SANITARY PLAN RESPONSIBILITIES. FP -1 FIRE PROTECTION PLAN 3� S -1 C -1 STRUCTURAL PLAN CIVIL PLAN CODE REVIEW PROJECT DESCRIPTION: CORRIDOR RELOCATION -NO CHANGE IN USE - NEW DEMISING WALL AUTHORITY: SOUTH MIAMI BUILDING DEPARTMENT 6130 SUNSET DRIVE SOUTH MIAMI, FL 33143 TEL: 305 - 663 -6325 BUILDING CODE: 2007 FLORIDA BLDG. CODE AMENDMENTS: STATE AND LOCAL PLUMBING CODE: 2007 FLORIDA PLUMBING CODE MECHANICAL CODE: 2007 FLORIDA MECHANICAL CODE GAS CODE: 2007 FLORIDA FUEL GAS CODE ELECTRICAL CODE: 2008 NATIONAL ELECTRIC CODE FLORIDA FIRE PREVENTION CODE: 2007 CODE CONSTRUCTION TYPE: TYPE: II B USE: TYPE A MERCANTILE BUILDING IS SPRINKLERED NUMBER OF STORIES: ONE AREA OF CONSTRUCTION: 11,310 OCCUPANT LOAD PER TABLE 1003.1: Al 5A 10,606/300 = 35 U I AL (35 MAX) EXITING WIDTH: 35 X 0.2 = 7" 7 "/12" = .53 L.F. REQ'D. A15A REQUIRED EXITS 2 EXITS PROVIDED @ 3' -0" + 6',0 "= 9' -0" IF. MALL STORAGE 70/300 = 1 MAN HOLE CLOSET 53/300 = 1 TOTAL Z� (2 MAX CXTSTING EVACUATION M1P a. EAP #2 ate-: -�;��• `� �0�� AREA OFIORK Levu mmmmm .: ,ve� ��� i:•t4�: GENERAL NO TES DIVISION 1 GENERAL REQUIREMENTS 1. THE INTENT OF THESE DOCUMENTS IS TO PROVIDE FOR THE 7. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DISCOVERY, CONSTRUCTION OF THIS PROJECT, COMPLETE AND FUNCTIONAL PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF IN ALL RESPECTS. THE CONTRACTOR SHALL BE RESPONSIBLE PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, FOR THIS RESULT. THE OMISSION OF EXPRESS REFERENCE TO INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, WORK NECESSARY AND REASONABLY INCIDENTAL FOR THE POLYCHLORINATED BIPHENYL (PCB) OR OTHER SUBSTANCES. COMPLETE CONSTRUCTION OF THE PROJECT SHALL NOT BE 8. COMPLY WITH APPLICABLE CODES AND /OR ORDINANCES CONCERNING CONSTRUED AS RELEASING THE CONTRACTOR FROM HIS DEMOLITION OPERATIONS, REFUSE REMOVAL, AND DISPOSAL. RESPONSIBILITIES. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, DIVISION 3 CONCRETE CLEARANCES AND CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. FAILURE TO DO SO CONSTITUTES 1. VICLEAN, GRIND AND FILL EXISTING CONCRETE TO ACCEPT ACCEPTANCE AND RESPONSIBILITY FOR ALL EXISTING CONDITIONS. FLOOR COVERING. THE CONTRACTOR WILL NOT BE ALLOWED ADJUSTMENTS IN THE TIME DIVISION 5 METALS OR MONEY REQUIRED TO RECTIFY THE SITUATION. 3. DO NOT SCALE DRAWINGS. GIVEN DIMENSIONS SHALL GOVERN. 1. STEEL FRAMING: WITH EACH TYPE OF METAL FRAMING REQUIRED, LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE PROVIDE MANUFACTURER'S STANDARD STEEL RUNNER, BLOCKING, DRAWINGS. LINTELS, CLIP ANGELS, SHOES, REINFORCEMENTS, FASTENERS AND 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER FOR THE PURCHASED, FABRICATED AND FINISHED ITEMS FOR REVIEW BY APPLICATIONS INDICATED. THE ARCHITECT UNLESS WAIVED BY THE SAME. 2. METAL STUDS: OPEN BOX SHAPED SECTIONS, 3 -1/2 INCH x 25 GAGE 5. ALL EQUIPMENT, MATERIALS AND ARTICLES INCORPORATED MIN. (20 GAGE FOR STUDS OVER 14' -0" IN HEIGHT AND AT WALL AT INTO THE PROJECT SHALL BE NEW AND UNDAMAGED. ALL WATER HEATER /MOP SINK ENCLOSURE). WORKMANSHIP SHALL BE WITHIN INDUSTRY STANDARDS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND DIVISION 8 DOORS &WINDOWS REPLACEMENT OF DAMAGE TO AREAS CAUSED BY HIS WORK AT 1. ALL GLASS SUBJECT TO HUMAN IMPACT SHALL CONFORM TO THE NO ADDITIONAL COST TO THE OWNER. STANDARDS SET FORTH IN THE UNIFORM BUILDING CODE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY CONDITIONS RELATING TO JOB CONSTRUCTION INCLUDING A SAFE 2. ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE ENVIRONMENT FOR OCCUPANTS OF AREAS ADJACENT TO THE USE OF A KEY OR SPECIAL KNOWLEDGE. WORK AREA. 3. MANUALLY OPERATED EDGE OR SURFACE - MOUNTED FLUSH BOLTS 8. THE CONTRACTOR SHALL PAY ALL FEES FOR PERMITS AND SURFACE BOLTS OR ANY OTHER TYPE OF DEVICE THAT MAY BE NECESSARY FOR PROPER COMPLETION OF WORK, UNLESS USED TO CLOSE OR RESTRAIN THE DOOR ARE PROHIBITED. WHERE NOTED OTHERWISE. EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH 9. SHOULD THE CONTRACTOR OBSERVE ERRORS, DISCREPANCIES BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH OR OMISSIONS IN THE CONTRACT DOCUMENTS, HE SHALL PROMPTLY BOLTS SHALL HAVE NO DOORKNOB OR SURFACE - MOUNTED HARDWARE. NOTIFY THE ARCHITECT REQUESTING CLARIFICATION. THE THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE CONTRACTOR SHALL NOT PROCEED WITH WORK AFFECTED BY OPERATION. SUCH ERRORS, DISCREPANCIES OR OMISSIONS WITHOUT RECEIVING 4. PANIC HARDWARE, WHERE INSTALLED, SHALL COMPLY WITH THE UNIFORM CLARIFICATIONS. ADJUSTMENTS INVOLVING SUCH CONDITIONS MADE BUILDING CODE. THE ACTIVATING MEMBER SHALL BE MOUNTED AT 36 BY THE CONTRACTOR WITHOUT PRIOR CLARIFICATION BY THE TO 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT ARCHITECT, SHALL BE AT THE CONTRACTOR'S OWN RISK. EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. COMPLICATIONS ARISING FROM PROCEEDING WITHOUT CLARIFICATION SHALL BE RESOLVED AT THE CONTRACTOR'S EXPENSE. DIVISION 9 FINISHES 10. ALL WORK PERFORMED ON THIS PROJECT SHALL COMPLY WITH 1. INTERIOR FINISHES TO HAVE A MAXIMUM FLAME SPREAD RATING OF 200 ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES, LAWS AND MAXIMUM SMOKE DEVELOPMENT RATING OF 450. 11. AND ORDINANCES. ANYTHING IN THE CONTRACT DOCUMENTS NOT WITHSTANDING, THE 2. STUD PARTITIONS TO BE ANCHORED SO AS TO RESIST A LATERAL CONTRACTOR ACCEPTS THE RESPONSIBILITY OF CONSTRUCTING A LOAD OF 5 PSF AS FOLLOWS, BOTTOM PLATE: ANCHOR TO SUB WATERTIGHT, WEATHER TIGHT PROJECT. FLOOR WITH 300# POWER DRIVEN PINS AT 48" O.C. ICBO #1639 12. CONTRACTOR SHALL COORDINATE LOCATION OF ALL NEW ROOF 3. GYP BOARD WALLS TO BE TAPED, SANDED AND HAVE LIGHT MOUNTED EQUIPMENT WITH OWNER PRIOR TO INSTALL. CENTER EQUIPMENT ORANGE PEEL FINISH, UNLESS NOTED OTHERWISE. OVER BEAM OR COLUMN UNLESS DIRECTED OTHERWISE BY OWNER. 4. THE CONTRACTOR SHALL PROVIDE AND INSTALL FIRE CAULKING WHERE 13. CONTRACTOR SHALL PROVIDE 2x BLOCKING AT ALL WALL MOUNTED NECESSARY. EQUIPMENT OR ACCESSORIES (WOOD TO BE FIRE RETARDANT). 14. ALL SIGNS, INCLUDING WINDOW SIGNS, TO BE SUBMITTED FOR REVIEW AND DIVISION 10 SPECIALTIES APPROVAL UNDER SEPERATE PERMIT BY OWNER /CONTRACTOR. 15. ALL ANGLES AT 45"' OR 90"' LINO. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION / MODIFICATION TO THE FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL SUBMIT SHOP DRAWING TO GOVERNING AUTHORITY DIVISION 2 DEMOLITION; HAZARDOUS MATERIALS FOR REVIEW W/ PERMIT SET. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO ALLOW FOR ALL PROPOSED NEW WORK. DIVISION 12 FURNISHINGS 2. PATCH, REPAIR, REPLACE AND FINISH ANY FLOOR, WALL OR 1. ALL MILLWORK TO BE CUSTOM GRADE AS CHOSEN BY OWNER. CEILING TO MATCH ADJACENT AREAS WHERE DEMOLITION PROVIDE CASEWORK WITH ALL NECESSARY HARDWARE, HINGES HAS BEEN REQUIRED. AND PULLS. 3. PROVIDE PROPER SHORING AND DISCONNECTION OF ALL UTILITIES CITY OF SOUTH NNIrAtrli PRIOR TO DEMOLITION. BUILDING D -PT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE STRUCTURAL SECTION SITE FREE OF DEBRIS. 5. THE CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER PRIOR TO START OF WORK, THE REQUIREMENTS FOR CORING OF FLOOR = '��ED 9Y SLAB FOR ALL REQUIRED WORK. 6. THE ARCHITECT AND ENGINEERS, AND CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. OWNER'S REVIEW OF THESE CONSTRUCTION DOCUMENTS THE CONSTRUCTION CONTRACT FOR THIS PROJECT IS TO BE NEGOTIATED DIRECTLY BETWEEN THE OWNER AND THE CONTRACTOR, AND THEY WILL ACT IN UNISON TO PROPERLY EXECUTE THE INTENT OF THESE AND OTHER DESIGN AND CONTRACT DOCUMENTS. THIS SET OF DOCUMENTS (SHEETS A -1 THROUGH A -6) COVERS GENERAL DEMOLITION ITEMS AND EXCLUDES ANY DESIGN OF SITE, OR 'FIRE PROTECTION WORK. ALSO EXCLUDED ARE ANY EQUIPMENT ITEMS. ALL THESE EXCLUSIONS ARE COVERED UNDER SEPARATE DESIGN WORK BY DESIGNERS WORKING DIRECTLY FOR THE CONTRACTOR AND /OR THE OWNERS CLIENT. BY USE OF THESE DOCUMENTS, THE OWNER AND THE CONTRACTOR CERTIFY THAT THEY HAVE REVIEWED THEM AND ARE IN AGREEMENT WITH THEIR CONTENT; ALSO THAT IF ANY CHANGES ARE REQUIRED THEY WILL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND UNDER THE CONTRACTOR'S OR OWNER'S SUPERVISION. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR COORDINATING THE VARIOUS OTHER CONSTRUCTION DOCUMENTS WITH THESE DESIGN DOCUMENTS TO ASSURE CODE COMPLIANCE AND CORRECTNESS OF WORK. THE CONTRACTOR AND OR OWNERS ASSIGNED AGENT IS ALSO RESPONSIBLE FOR OBTAINING FINAL COMMENTS AND APPROVAL FROM ALL GOVERNING AGENCIES. ANY AS BUILT OR CHANGES TO THE DOCUMENTS AFTER THE JOB IS PERMITTED ARE ON THE COD BASIS AND IS TO BE PAID IN FULL TO THE APPROPRIATE PARTY. "APPROPRIATE PARTY" PER APPROVED CHANGE ORDER[S] BY CLIENT. architect NORBERTO ROSENSTEIN ARCHITECT INC. AHgiIECTU9E- Nf6ioH DM- PI.MlNG 126 S. FEDERAL HIGHWAY suiTE # 202 DANIA BEACH, FLORIDA 33004 PH: (954) 922 -6551 FAX: (954) 922 -7388 EMAIL --infoorosensteinarchitectcom WEB: www.rosensteinarchitectcom STATE I REG. NO. AR0016674 NAIL. REG. NO. 69178 COPYRIGHT © 2008 NORBERTO ROSENSTEIN ARCHITECT, INC. ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT BE REPRODUCED IN ANY FORM WITHOUT PERMISSION. DESIGNED N. R. DRAWN J.G. CHECKED N.R. a t_ 1 .� 1•,•f.fJ J v I HEREBY CERTIFY' THAT..TELSC; -�k4s WHERE PREPARED BY ME ❑R:011IER MY SUPERVISION, AND .Tn THT. BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE C ❑DES, 0 11 -3 -2011 OWNER REVISION Q2 10 -17 -2011 OWNER REVISION Qt 10 -4 -2011 BLDG DEPT COMMENTS R E V I S 1 0 N S COMM. I DATE 2011 -37 8/17/2011 5701 SUNSET DR SUITE A15A WHITE BOX SOUTH MIAMI FLORIDA, 33143 LOCATION PLAN BUIL ING DATA A-1 M A-6