Notes:
1- CONTINGENT UPON P+Z & CIVIL ENGG APPROVALS OF FINAL SITE PLAN, BLDG ELEVATIONS & PARKING, COMPLIANCE TO BLDG CODE & LOCAL REQUIREMENTS, PERTINENT LEGISLATIONS AND REVIEW COMMENTS.
2- TRASH & COMPACTOR FACILITIES MUST CONFORM TO CITY CRITERIA DETAILS AND AS APPROVED IN WRITING BY THE ENVIRONM'L SVCS DEPT (972-292-5915) PRIOR STARTING ANY CONSTRUCT'N.
3- PROVIDE MIN. 10'-0"HIGH (T.O.M.) SCREEN WALLS AT DOCK RAMP & COMPACTOR AREAS AS REQ'D.
4- STRUCT'L ENGR OF RECORD TO BE RESPONSIBLE OF REVIEW & COORDINATION OF ALL STRUCT'L ISSUES IN THIS PROJECT (INCLUDING CORRELATED STRUCT'L WORK DESIGNED BY OTHER, IF ANY). SUBMIT UPDATED STRUCT'L NOTES STATING VERIFIED CONFORMITY WITH 2003 IBC AND WIND EXPOSURE "C". (ALSO NOTES SHOULD BE UPDATED & COORDINATED WITH CORRECTED REFERENCE TO LATEST SOIL REPORT: ALPHA NO. G070720, DATED JULY 2, 2007, AS SEPARATELY SUBMITTED).
5- TO AVOID IECC'S VESTIBULES (AT SPACES 3,000 SQ. FT AND OVER), PROVIDE RECEIVING AREA'S O.H. DOORS WITH WARNING: "OPEN O.H. DOOR ONLY WHEN NEEDED & TRUCKS ARE FULLY ADHERED TO DOCK SEALS" (OR SIMILAR SIGN). DOOR #115E IS O.K. WHEN EQUIPPED WITH SELF-CLOSING DEVICE.
6- BLDG ENVELOPE DESIGNED TO BE FULLY INSULATED WITH R19 AT ROOF, R13 AT WALLS AND 1" INSULATED GLASS AT STOREFRONT. ALL GLAZING TO BE TEMPERED GLASS. FRONT VESTIBULE'S SLIDING DOORS #112J & #112K TO CONFORM TO SEC.1008.1.3.3 IBC.
7- ROOF DRAINS TO CONNECT TO STORM & BE SIZED FOR BASIC 6"/HR RAINFALL PLUS NEEDED OVERSIZE FOR INSTANT TOTAL DRAINAGE OF ANY POSSIBLE FORMATION OF WATER PONDING. OVERFLOW DRAINS (SAME SIZE OF R.D.'S) TO DAYLIGHT AT BOTTOM OF WALL (THRU BRASS NOZZLES) LOCATED NOT TO DISCHARGE ABOUT DOORWAYS OR OVER WALKING SURFACES AS REQ'D.
8- SUBJECT TO ADDITIONAL REQUIREMENTS FROM M.E.P. REVIEWERS, FIRE MARSHAL AND FIELD INSPECTIONS.
55000 SQ FT, CNEW / HEMISPHERES (anchor "A" bldg)