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GENERAL CONCRETE STRUCTURAL LUMBER z o Lo
REFER ALSO TO NOTES AND SCHEDULES ON THE STRUCTURAL 1. ALL CONCRETE NOT OTHERWISE SPECIFIED SHALL BE 1, STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING 0
DRAWINGS. FOR TYPICAL DETAILS, SEE STRUCTURAL DRAWINGS. CONTROLLED STONE, GRAVEL, OR SLAG CONCRETE TO TEST AT STRESS OF 1200 PSI AND SHALL BE SOUTHERN YELLOW z C1r)
ALL CODES, MANUALS, STANDARDS AND SPECIFICATIONS LEAST 3000 P.S.I. IN STANDARD 6"X 12" CYLINDERS AT 28 PINE, 0 .a.o
REFERRED TO SHALL BE THE LATEST EDITIONS INCLUDING ALL DAYS AND HAVE NOT LESS THAN 5 1/2 SACKS OF CEMENT 2. ALL WORK SHALL BE IN ACCORDANCE WITH SOUTH
REVISIONS AND ADDENDA. ALL DIMENSIONS OTHER THAN
PER CUBIC YARD OF CONCRETE AND NOT OVER 6 1/2 FLORIDA BUILDING CODE, LATEST EDITION.
PURELY STRUCTURAL DIMENSIONS, SHOWN ON THE GALLONS OF WATER PER SACK OF CEMENT. MAXIMUM SLUMP 3. WOOD TRUSS MANUF, SHALL SUBMIT SHOP DRAWINGS OF
STRUCTURAL DRAWINGS MUST BE CHECKED AGAINST THE ALL TRUSSES T❑ ENGINEER FOR APPROVAL SEALED BY
SHALL BE 5" +/- INCH. (MAX. WATER/CEMENT RATIO IS 0.45 �
32'-4' ARCHITECTURAL DRAWINGS AND ANY INCONSISTENCIES /+ - 0.05 ). FOUNDATIONS AND GROUND FLOOR SLABS - FLORIDA REGISTERED PROFESSIONAL ENGINEER, cf)
REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE - 4. WOOD TRUSS MANUF, SHALL COORDINATE WITH GENERAL
14'-0" 18'-4° WORK STRUCTURAL DRAWINGS MUST NOT BE SCALED. 2500 PSI. CONTRACTOR AND MECHANICAL CONTRACTOR TO PR❑VIDE M
2. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL REQUIRED AIR COND. DUCT OPENINGS IN ROOF TRUSSES,
2'-9° 3'-1" 4'-0' 3'-11 '-1" 3'-I0' 8'-03 3'-10' 2'-0' OPENINGS, TRENCHES, PITS, EQUIPMENT BASES AND BE NEW BILLET STEEL MEETING ASTM A615, GRADE 60. ALL MODIFIED TRUSSES SHALL SATISFY LOADING DESIGN j Q
REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN
MECHANICAL EQUIPMENTS WHERE SHOWN ON THE STRUTURAL THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT CRITERIA, � J �
DRAWINGS ARE INDICATED ONLY APPROXIMATELY AS TO SIZE 5. FIELD ALTERATIONS OR REPAIR' OF DAMAGED MANUF, Z
BARS SHALL BE
� AND LOCATION. REFER TO ARCHITECTURAL MECHANICAL, AND ALTERNATE INTERSECTIONS BOTH WAYS. WOOD TRUSSES SHALL BE ACCOMPLISHED ONLY WITH ENG, O
DETAILED, FABRICATED SUPPORTED IN FORMS AND SPACED O J
}_ ® ELECTRICAL DRAWINGS FOR LOCATIONS AND SIZES OF APPROVAL. m LL.
TC TS EQUIPMENT, OPENINGS, PITS, TRENCHES, BASES, SUMPS, WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE _
N MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED ® L
SLEEVES, DEPRESSIONS, GROOVES AND CHAMFERS NOT BACKFILLING AND COMPACTION
0 CTC INDICATED ON THE STRUCTURAL DRAWINGS. CONCRETE STRUCTURES (ACI 315-LATEST EDITION). LAP ALL _ Q
BAR SPLICES 36 BAR DIAMETER (UNLESS OTHERWISE NOTED). SLABS ON EARTH AND ALL STRUCTURAL ELEMENTS FRAMING
-2 C_1 UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, PROVIDE CORNER BARS AT ALL CORNERS FOR ALL INTO WALLS WHICH RETAIN EARTH MUST BE IN PLACE > O_
NO PROVISION HAS BEEN MADE IN THE DISIGN FOR CONDITIONS CONTINUOUS REINFORCING 2#5x3'-O". BEFORE BACKFILLING W J
OCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TO 3. MINIMUM CONCRETE COVER FOR REINFORCING BARS, AT GRADE WALL C❑NDITI❑NS, UNLESS THE WALL IS W
- .Sa c0 PROVIDE ALL NECESSARY BRACINGS AND SHORING REQUIRED STRUCTURAL PART COVER ADEQUATELY SHORED, BACKFILL AND COMPACT EACH SIDE C� CD Z
® 0 FOR STRESSES AND INSTABILITY OCCURRING FORM ANY CAUSE A) CONCRETE FOOTINGS (CAST AGAINST SOIL) 3" OF THE WALL SIMULTANEOUSLY. co O
- DURING CONSTRUCTION. THE CONTRACTOR SHALL ACCEPT FULL B) SLABS (ABOVE GRADE LEVEL) 3/4 C) UNDER SLAB-ON GRADE. REMOVE SOFT SPOTS AND F❑REIGN C) O
c� C RESPONSABILITY OF ALL SUCH MEASURES. IT SHALL ALSO BE MATTER IN THE SUB-GRADE. (WHERE SUB-GRADE CONSISTS
o / THE RESPONSABILITY OF THE CONTRACTOR TO PROVIDE ALL (U. OF COMPACTED FILL, REFER TO SPECIFIC NOTES ON THE ()
U- NECESSARY BRACINGS, SHORINGS, SHEET PILING OR OTHER C) BEAMS & COLUMNS 1 1/2 STRUCTURAL DRAWINGS), BACFILL FOR SLAB-ON-GRADE
4. ALL CONCRETE SLABS ON THE GROUND INCLUDING
TEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING OR FOOTING EXCAVATIONS AND TRENCHES ONLY WITH
SIDEWALKS NOT OTHERWISE NOTED, SHALL HAVE ONE LAYER
ADJACENT STUCTURES AFFECTED BY THIS WORK. APPROVED MATERIAL, UNLESS SPECIFICALLY NOTED
CTC OF 6X6 WI.4/WI.4 WELDED WIRE FABRIC. WIRE FABRIC SHALL OTHERWISE, BACKFILLING SHALL BE CARRIED OUT IN
DESIGN CONFORM TO ASTM A185. WIRE FABRIC MUST LAP 12" MIN. AT MAXIMUM OF 8" HIGH LIFTS OF LOOSE FILL AND
- H I I I SIDE AND END LAPS AND BE WIRED TOGETHER. FABRIC SHALL COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DRY
THE STRUCTURE DESCRIBED ON THE STRUCTURAL DRAWINGS EXTEND WELL INTO SUPPORTING BEAMS AND WALLS FOR DENSITY. UNLESS NOTED OTHERWISE, PR❑VIDE UNDER
CTC WF-24 HAS BEEN DESIGNED TO COMPLY WITH THE BUILDING CODE ANCHORAGE (UNLESS AN EXPANSION JOINT IS CALLED FOR). SLAB-ON-GRADE AS FOLLOWS: A 6 MIL POLYETHYLENE
HAVING JURISDICTION IN THE AREA IN WHICH THE STRUCTURE DOUBLE WELDED WIRE MESH AT ALL THICKENED EDGE VAPOR BARRIER (SLIP SHEET) WITH MINIMUM OF 6" LAPS.
IS TO BE ERECTED. FOOTINGS 60' MINIMUM. COMPACTION TO ACHIEVE A MINIMUM OF 95% STANDARD
PROCTOR DRY DENSITY,
SHOP DRAWINGS REINFORCED MASONRY TEST REPORTS ON COMPACTED FILL SHALL BE SUBMITTED
TO THE ENGINEER PRI❑R TO PLACING CONCRETE SLABS.
COPIES OR REINFORCING STELL AND STRUCTURAL STEEL SHOP 1. MORTAR SHALL CONFORM TO ASTM C144 TYPE "M".
Eil DRAWING SHOWING COMPLETE INFORMATION FOR THE 2. CONCRETE BLOCK SHALL CONFORM TO ASTM CSO (fm- STRUCTURAL STEEL NOTES
FABRICATION OF STEEL SHALL BE SUBMITTED FOR REVIEW BY 1750 psi BASED ON THE GROSS AREA OF THE UNITS).
THE ENGINEER. THE REVIEW SHALL NOT RELIEVE THE 3. GROUT FOR THE CELLS TO BE 3000 psi MINIMUM "PEA- L ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM
CONTRACTOR OF THE RESPONSABILITY FOR CONFORMITY WITH A-36 LATEST SPECS,
"q THE STRUCTURAL DRAWINGS. GRAVEL" CONCRETE. (8" SLUMP). 2, DESIGN FABRICATION AND DETAILING SHALL BE IN
4. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ACCORDANCE WITH AISC SPECS. LATEST REVISION.
CODE ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED 3. ALL WELDING BY CERTIFIED WELDERS IN ACCORDANCE
4n CONTINUOS VERTICAL CELL. WITH AWS LATEST SPECS,
TC 1, SOUTH FLORIDA BUILDING CODE, DADE COUNTY, LATEST 5. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM 4, ERECTION SHALL BE IN ACCORDANCE WITH AISC
N EDITION. OF ALL CELLS, AT EACH LIFT, FOR INSPECTION. CLEANOUTS SPECIFICATIONS LATEST REVISI❑N.
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE SHALL BE SEALED FOR INSPECTION AND BEFORE GROUTING. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE
6.
WITH. A.S.C.E. 7-93, A.C.I. 530-92, T.M.S. 402-92. LAP ALL VERTICAL REINFORCING IN MASONRY WALLS 48 ENGINEER FOR APPROVAL, CONTRACTOR REVIEW AND
BAR DIAMETERS UNLESS OTHERWISE NOTED. HOOK VERTICAL
4° CONC, 6L,415 W1 Co"x&` 1*10/10 U1W C _ REINFORCING 8"MINIMUM INTO TOP OF CONCRETE BOND OR TIE APPROVAL ❑F SHOP DRAWINGS IS REQUIRED PRIOR TO
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OVER (o ML VAPOR 5ARRIER ON � FOUNDATIONS. SUBMITTAL T❑ ENGINEER,
BEAMS, TYPICAL, UNLESS OTHERWISE NOTED.
WELL C01IP,4CT I� FILL, T�I'P, 1. FOUNDATIONS ARE BASED ON A SAFE SOIL BEARING CONSTRUCTION.I PECTOR REQUIRED FOR REINFORCED MASONRY
CAPACITY OF 2000 P.S.F. 8. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,
61 1 7/57 TC 2. AT THE TIME OF CONSTRUCTION, A LICENSED ARCHITECT OR co
REGISTERED PROFESSIONAL ENGINEER SHALL SUBMIT TO THE THE GROUT SHALL BE STOPPED FOR 1-1/2" BELOW THE qit
I- 4'-0'x5'-m" BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE HAS UPPERMOST UNIT.
,4/C CONC. 6L,45 BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE 9. ALL REINFORCED MASONRY SHALL COMPLY WITH
c� °� SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. THE A.C.I.530-92
® ' LETTER SHALL BE SIGNED AND BEAR THE IMPRESS SEAL OF 10. GROUTED CELLS TO HAVE 5 REINFORCING BARS ANS TO
THE ENGINEER OR ARCHITECT, AS APPLICABLE. BE PLACED WHERE INDICATED ON THE PLANS, UNLESS
OTHERWISE NOTED (SEE SECTIONS AND DETAILS).
11. HORIZONTAL WALL REINFORCING SHALL BE #8 GAUGE
TRUSS TYPE 016"O.C. TYP. ALL WALLS.
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MARK SIZE TOP OF BOTTOM BARS MID BARS TOP BARS " A " # SPACING REMARKS
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CTC wF-24 COLUMN SCHEDULE W Q
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