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- TRASH FACILITIES TO BE ORIENTED TO ALLOW WASTE TRUCK TO SERVE SUCCESSIVELY ALL OF THEM ON ONE-WAY ROUTE. ENCLOSED AREAS TO BE RAISED & SLOPED TO AREA DRAIN WITH GRIME/SAND INTERCEPTOR AS REQ'D. SYSTEMS MUST BE SUITABLE FOR RETAIL & RESTAURANT USES, CONFORM TO CITY CRITERIA AND OBTAIN FINAL APPROVAL FROM THE ENVIRONM'L SVCS DEPT (972-335-5519) PRIOR STARTING ANY CONSTRUCTION.
3- NO MECH'L ROOF-TOP EQUIPMENT TO BE PUBLICLY VISIBLE FROM ANYWHERE AROUND BLDG. ROOF PRIMARY DRAINAGE TO BE BY ROOF DRAINS SIZED TO ACCEPT MIN. 6"/HR RAINFALL WITHOUT PONDING WATER AND INTERNALLY CONNECTED TO STORM DISCHARGE SYSTEM (SCUPPERS TO BE ALLOWED ONLY FOR SECONDARY OVERFLOW DRAINAGE AND DESIGNED NOT DISCHARGE OVER WALKING SURFACES). MIN. SCREENING PARAPET NOT TO BE LESS THAN 30" ABOVE FINISHED ROOF.
4- COMPLETE BLDG ENVELOPE INSULATION AS PER IECC TO BE INCLUDED WITH SHELL PERMIT. MIN. R-20 ON ROOF, WALLS WITH CONT. R-5 PLUS R-11 IN MTL FURRING. GLAZED STOREFRONT SYSTEM WITH 1" INSUL. GLASS, TEMPERED AS REQ'D. MAX. SHGC= 0.5 (UNSHADED), 0.6 (SHADED). MAX. U =0.7.
5- AS TYP. PRECAUTION FOR SHELL PROJECTS, STRUCT'L LOADS DESIGN SHOULD SATISFY IMPORTANCE FACTORS OF 1.25 SEISMIC & 1.15 WIND (TAB. 1604.5 IBC) TO BE ABLE TO SUSTAIN THE EVENTUALITY OF FUTURE LARGE FINISH-OUT PROJECTS PLANNING TO CONGREGATE MORE THAN 300 PEOPLE IN ONE AREA.
6- BLDG'S WEST WALL TO BE 1 HR RATED HAVING RATED STOREFRONT OPNGS OF LIMITED SIZE (TAB. 704.8 IBC), UNLESS A MIN. 20' FIRE DISTANCE IS PROVIDED FROM BLDG 1.
7- PROVIDE PERMANENT UNIT HEATER IN FIRE RISER ROOM AND TEMPORARY SPACE UNIT HEATERS IN SHELL AREA AS REQ'D.
8- SUBJECT TO ADDITIONAL REQUIREMENTS FROM M.E.P. REVIEWS, FIRE MARSHAL AND FIELD INSPECTIONS.
6843 SQ FT, CNEW / HALL PARK PAVILLION BLDG 2(shell only)