Notes:
1- CONTINGENT UPON P+Z & CIVIL ENGG APPROVALS OF FINAL SITE PLAN, COMPLIANCE TO BLDG CODE & LOCAL REQUIREMENTS, PERTINENT LEGISLATIONS AND REVIEW COMMENTS.
2- SITE SHOULD BE PREPARED TO PROVIDE A DOUBLE-DUMPSTER ENCLOSURE FACILITY FOR EACH BLDG AS PER CITY CRITERIA. FACILITY SYSTEM & LOCATIONS MUST BE OK'D BY THE ENVIRONM'L DEPT (972-335-5519) PRIOR STARTING CONSTRUCTION.
3- SITE WALKS WITH STEPS OR STAIRS TO BE PROVIDED WITH HAND RAILING AS REQ'D (RELATED DETAILS MUST BE SUBMITTED FOR APPROVAL).
4- STRUCT'L ENGR OF RECORD TO BE RESPONSIBLE FOR THE REVIEW & COORDINATION OF ALL STRUCT'L DESIGN ISSUES FOR THIS PROJECT (INCLUDING ELEMENTS BY OTHERS).
5- SUITES TO BE SEPARATED BY 1 HR FULL HEIGHT DEMASING WALL TO ROOF DECK. ATTIC SPACES AND STAIRWAY TO BE ENCLOSED WITH 1 HR RATED WALLS TO ROOF AND 1 HR DOORS. ATTIC'S FLOOR FRAMING TO BE 1 HR PROTECTED WITH DOUBLE LAYER OF 5/8" TYPE 'X' GYP. BD TO UNDERSIDE OF JOISTS AND BMS. ANY PARTITIONS OR COLUMNS SUPPORTING RATED FLOOR FRAMING TO BE 1 HR RATED AS REQ'D.
6- SUBJECT TO MORE REQUIREMENTS FROM MEP REVIEWS, FIRE MARSHAL AND FIELD INSPECTIONS.
8574 SQ FT, CNEW / CHAPEL CREEK PROFESSIONAL CENTER