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NOTES: 1. NO CHANGES SHALL BE MADE WITHOUT THE PRIOR PERMISSION OF THE ARCHITECT. 2. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND- CONDITIONS OF THE JOB SITE PRIOR TO INITIATING CONSTRUCTION AND REPORT ANY DISCREPANCIES OR CONDITIONS THAT ARE UNSATISFACTORY. 3. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT COMPLIANCE WITH THE PLANS, FLORIDA BUILDING CODE 2001 AND OTHER APPLICABLE CODES. 4.. CONTRACTOR SHALL NOT SCALE DRAWINGS. INFORMATION SHALL BE OBTAINED FROM ARCHITECT. S. SHOP DRAWINGS BEARINGS THE SEAL OF A FLORIDA .REGISTERED ENGINEER SHALL BE SUBMITTED, FOR APPROVAL OF ALL PREFABRICATED STRUCTURAL SYSTEMS. 6. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PROPERLY PRESSURE TREATED WITH A WOOD PRESERVATIVE. 7. AIR CONDITIONING (A /C) CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS OF DESIGN AND LAY —OUT FOR REVIEW, 8. AIR HANDLER UNIT (AHU) TO HAVE BUILT —IN FACTORY DISCONNECTS. CODES AND STANDARDS: 1. WINO LOADS WERE CALCULATED IN ACCORDANCE WITH ASCE 7 -02. 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004, WITH 2005 REVISIONS. 3. BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE, ACI 318/LATEST EDITION. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 /LATEST EDITION. 4. SPECIFICATION FOR THE DESIGN,. FABRICATION AT ERECTION OF STRUC.TU.RAL. STEEL FOR BUILDINGS, AISC ASD LATEST EDITION. 5. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530 / LATEST EDITION. CONCRETE: CONCRETE TO REACH DESIRED STRENGTH, AS NOTED ON PLANS AND SCHEDULES IN 28 DAYS (MINIMUM CONCRETE STRENGTH SHALL BE fc - 5.000 psi IN 28 DAYS.) W/C - 0.4 (MAXIMUM WATER CEMENT RATIO). ALL CONCRETE SHALL 13E "READY MIXED" AND IN ACCORDANCE WITH ASTM SPECIFICATIONS C94 CERTIFICATE OF MANUFACTURERS MIX AND STRENGTH IS TO BE PROVIDED. NO WATER TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. CONCRETE COVERAGIE: PER ACI 318, THE FOLLOWING MINIMUM CONCRETE COVER: SHAH BE PROVIDED FOR REINFORCEMENT. 1. CONCRETE CAST AGAINST AND PERMANENTLY 2 CONCRETE EXPOSED T8 EARTH OR TLY EX13CiSFD TO EARTH: ........ ..............................3 I WEATHER: NO. 6 THROUGH NO. 1S BADS : ........................................................................................................................... " NO. 5 BAR AND SMALLER... .. " 3, CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOINTS: NO. 11 BAR AND SMALLER. . ... ............................... ............... ..............................3 4" : BEAMS, COLUMNS'! PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS : ................................................. 1 -1/2 SHELLS, FOLDED PLATE MEMBERS: NO. 11 BAR AND SMALLER :........ ................. ............ ...........................3/4" CONTRACTOR NOTES-- 1. GENERAL CONTRACTOR IS RESPONSIBLE TO WORK WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS SIMULTANEOUSLY. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS OF OPENINGS AND ELEVATIONS, PRIOR TO STARTING THE .WORK. ANY DISCREPANCY,. NOTIFY THE.ARCHITECT PRIOR TO PROCEEDING, 2. GENERAL CONTACTOR SHALL VERIFY UNIT ANCHORAGE BETWEEN STRUCTURAL AND MECHANICAL DRAWINGS. m ANY DISCREPANCIES NOTIFY THE ENGINEER PRIOR TO CONTINUING. 3. GENERAL CONTRACTOR AND HIS SUB— CONTRACTORS SHALL REVIEW ALL SHOP DRAWINGS AND COMMENTS ON DRAWINGS. STAMP DRAWINGS. THEN SUBMIT DRAWINGS TO ARCHITECT AND ENGINEER. OTHERWISE SHOP DRAWINGS VALLL BE REJECTED. uj� CONCRETE CYLINDER AND SLUMP TESTS: M AT' AST ONE T LE E OF CYLINDERS SHALL BE PROVIDED FOR STRENGTH AND SLUMP TESTS PER POUR OR FOR t� EACH 50 CUBIC YARDS OF CONCRETE, � CON ETE, WHICHEVER IS LESS. AT LEAST. TWO 'SETS' OF TESTS ARE RECOMMENDED FOR COLUMN POURS_ FOR EACH POUR THE .0 to ENGINEER SHALL BE PROVIDED WITH ONE 1 3—DAY T1 =5T,: ONE 1 I 7 -DAY TEST, ONE (1) 28—DAY TILT, ONE 1 SPARE AND ONE 1 SLUMP TEST. 6&A _j: of9 CONTRACTOR BID: CONTRACTOR SHALL INCLUDE �.° UI}£ N HIS SID THE COST' OF 1 OOC 'POUNDS PER BUILDING. OF REINFORCING. OF N ADQti1 AL QN REINFORCING OR NG STEEL INCLUDING FABRICATION. ABR noN N eLE a nr FURNISHING AND INSTALLING G R FI1RN ALUM AS REQUIRED: RED FOR QU U SES DIR ,EGTED � By THE ARCHITECT, THE Al2CHI'i€CTS AGENT OR BY THE +C3iMNERS REPRESENTATIVE. C C U- NPILE O PI TES. 1. CONCRETE TO REACH DESIRED STRENGTH. AS NOTED ON PLANS AND SCHEDULES IN 2B DAYS MINIMUM rsJ 1: E w U CONCRETE STRENGTH SMALL BE fc 5,000 PSI IN 28 DAYS). ALT. CONCRETE SHALL BE "READY MIXF.A' m AND IN ACCORDANCE WITH ASTM .SPECIFICATIONS C-9 A CERTIFICATE OF MANUFACTURERS MIX AND STRENGTH IS T© BE PROVIDED. 1d0 WATER To BE AflDEfl AFTER TRUCK LEAVES PLANT WI TNOUT APPROVAL >= OF ENGINEER OR PLANT ENG1114M. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT "°+m IS 90 MINUTES. SLUMP AND CYLINDER TESTS SHALL SE MADE BY AN INDEPENDENT TESTING LABORATORY MINIMUM OF ONE PER 25 YARDS. 2 REINFORCING STEEL SHAH BE DEFORMED. NEW BILLET STEEL ASTM A -615 GRADE 60. ALL SPLICES TO BE -IN ACCORDANCE YlftTli ACI 318 -83 FOR STRENGTH DE$tGN . FABRICATION AND PLACING OF STEEL SHALL BE IN ACCORDANCE WITH ISM ACI CODE STANDARDS AND PRACTICE PROCEDURES. OCEDU ES, C.ti 3. FOUNDATION DESIGN /PIN PILES ARE BASED ON AN ASSUMED 7 TON CAPACITY. PIN PILES ARE oD £TOBE4 INCH .DIAMETER GALVANIZED STEEL PIPE FILLED WITH CONCRETE AND REINFORCED WITH 1 y� VERTICAL ROD: « « �" z PILES SHALL HAVE A CAP PLATE W/ SLEEVE 10 X 10 X 1 WITH HOLE IN PLATE FOR PLACEMENT OF #6 BAR EXTENDED 10 INTO PILE CAP. PILES SHALL HAVE A SAFE CARRYING CAPACITY CI OF 7 TONS AND SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER. SOIL MALL _ .... ._. _ PROVIDE A CERTIFIED LETTER REGARDING THE REQUIRE DEPTH TO ACHIEVE THE LOAD. REINFORCING: REINFORCING STEEL SHALL BE DUORMED. NEW BILLET STEEL ASTM A -815: GRADE 60. SPLICES TO BE IN ACCORDANCE WITH ACI 31.8 -95 FOR 'STRENGTH DESIGN O. FABRICATION .ANCJ PI.ACiHQ OF STEEL SHALL BE IN ACCORDANCE WITH 1955 ACI CODE STANDARDS AND PRACTICE PROCEDURES. }�L PIN PILES SHALL BE GALVANi2E0. � I G.C. SHALL FIELD VERIFY ALL EXISTING 'CONDITIONS AND DIMENSIONS, ANY DISCREPANCYL PLEASE NOTIFY A{RCH17ECT AND ENGINEER PRIOR TO CONTINUING. 0 � CD to p Ai t 5�_ W M a � 0 'y2 am M M •7 IM D N v co O SAAD ELM EL— iA CONSULTING ENGINEERS. INC. "M NW O!h Ik � ROAD) 8MM 4M Z iU ?it�F�1FLL+►O Elu 7?1 -afO4 � SHAD EL -HAGS P.E. #42550 CERTiFICMT£ flF AiiTI• oMZATM 0000SM JOB# S07 -.064 070662 FL.AR i