5928 SW 66 ST ERPB-02-008-004 a �
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GENERAL CONCRETE STRUCTURAL LUMBER ❑ ^
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REFER ALSO TO NOTES AND SCHEDULES ON THE STRUCTURAL 1. ALL CONCRETE NOT OTHERWISE SPECIFIED SHALL BE 3:1. STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING
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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 9 _ .�_.
ALL CODES, MANUALS, STANDARDS AND SPECIFICATIONS LEAST 3000 P.S.I. IN STANDARD 6"X 12" CYLINDERS AT 28 PINE, U
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 EDITI❑N.
PURELY STRUCTURAL DIMENSIONS, SHOWN ON THE 3. WOOD TRUSS MANUF. SHALL SUBMIT SHOP DRAWINGS OF
SHALL BE 5"
GALLONS OF WATER PER SACK OF CEMENT. MAXIMUM SLUMP
STRUCTURAL DRAWINGS MUST BE CHECKED AGAINST THE +/- INCH. (MAX. WATER/CEMENT RATIO IS 0.45 ALL TRUSSES TO ENGINEER FOR APPROVAL SEALED BY
32'-4' ARCHITECTURAL DRAWINGS AND ANY INCONSISTENCIES FLORIDA REGISTERED PROFESSIONAL ENGINEER.
REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE +/- 0.05 ). FOUNDATIONS AND GROUND FLOOR SLABS = 4. WOOD TRUSS MANUF. SHALL COORDINATE WITH GENERAL
WORK STRUCTURAL DRAWINGS MUST NOT BE SCALED. 2500 PSI. CONTRACTOR AND MECHANICAL CONTRACTOR TO PR❑VIDE ® cy)
2. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL REQUIRED AIR C❑ND, DUCT OPENINGS IN ROOF TRUSSES, cy
2'-0' 11.111 3'-10 4'-0" 3'-1" 2'-9° OPENINGS, TRENCHES, PITS, EQUIPMENT BASES AND BE NEW BILLET STEEL MEETING ASTM A615, GRADE 60. ALL MODIFIED TRUSSES SHALL SATISFY LOADING DESIGN j 0
REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN
MECHANICAL EQUIPMENTS WHERE SHOWN ON THE STRUTURAL CRITERIA. W -
THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT �
�0 DRAWINGS ARE INDICATED ONLY APPROXIMATELY AS TO SIZE 5, FIELD ALTERATIONS ❑R REPAIR OF DAMAGED MANUF. Z J
BARS SHALL BE
ALTERNATE INTERSECTIONS BOTH WAYS. Z) 0
J$a AND LOCATION. REFER TO ARCHITECTURAL MECHANICAL, AND WOOD TRUSSES SHALL BE ACCOMPLISHED ONLY WITH ENG.
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DETAILED, FABRICATED SUPPORTED IN FORMS AND SPACED ELECTRICAL DRAWINGS FOR LOCATIONS AND SIZES OF APPROVAL, 0 O _j
�T• CT EQUIPMENT, OPENINGS, PITS, TRENCHES, BASES, SUMPS, WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE - m
CIA SLEEVES, DEPRESSIONS, GROOVES AND CHAMFERS NOT MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED BACKFILLING AND C❑MPACTI❑N U) 0 LL
CTC 11 Iml 1 1711 1 1 1 Fill 0 I I 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
C-1 �UF®2 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'-0". BEFORE BACKFILLING,
F- OCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TO 3. MINIMUM CONCRETE COVER FOR REINFORCING BARS, AT GRADE WALL CONDITI❑NS, UNLESS THE WALL IS W W Z
PROVIDE ALL NECESSARY BRACINGS AND SHORING REQUIRED STRUCTURAL PART COVER ADEQUATELY SHORED, BACKFILL AND COMPACT EACH SIDE a C.0_
@ ® FOR STRESSES AND INSTABILITY OCCURRING FORM ANY CAUSE A) CONCRETE FOOTINGS (CAST AGAINST SOIL) 3" OF THE WALL SIMULTANEOUSLY, C)
DURING CONSTRUCTION. THE CONTRACTOR SHALL ACCEPT FULL B) SLABS (ABOVE GRADE LEVEL) 3/4 UNDER SLAB-ON GRADE, REMOVE SOFT SPOTS AND FOREIGN Nt {�
c� RESPONSABILITY OF ALL SUCH MEASURES. IT SHALL ALSO BE (U.O.N.) MATTER IN THE SUB-GRADE, (WHERE SUB-GRADE CONSISTS 0
R\7\777 THE RESPONSABILITY OF THE CONTRACTOR TO PROVIDE ALL OF COMPACTED FILL, REFER TO SPECIFIC NOTES ON THE {�
ILL 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
CTC ADJACENT STUCTURES AFFECTED BY THIS WORK. SIDEWALKS NOT OTHERWISE NOTED, SHALL HAVE ONE LAYER APPROVED MATERIAL, UNLESS SPECIFICALLY NOTED
- � cn OF 6X6 WI.4/WI.4 WELDED WIRE FABRIC. WIRE FABRIC SHALL OTHERWISE, BACKFILLING SHALL BE CARRIED OUT IN
CONFORM TO ASTM A185. WIRE FABRIC MUST LAP 12" MIN. AT
DESIGN I
SIDE AND END LAPS AND BE WIRED TOGETHER. FABRIC SHALL COMPACTED TO A MINIMUM OF A
9 % STANDARD PROCTOR DRY
�J THE STRUCTURE DESCRIBED ON THE STRUCTURAL DRAWINGS EXTEND WELL INTO SUPPORTING BEAMS AND WALLS FOR DENSITY. UNLESS NOTED OTHERWISE, PR❑VIDE UNDER
'- WF-24 CTC 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
N HAVING JURISDICTION IN THE AREA IN WHICH THE STRUCTURE DOUBLE WELDED WIRE MESH AT ALL THICKENED EDGE VAPOR BARRIER (SLIP SHEET) WITH MINIMUM OF 60 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
o TO THE ENGINEER PRIOR TO PLACING CONCRETE SLABS.
COPIES OR REINFORCING STELL AND STRUCTURAL STEEL SHOP 1. MORTAR SHALL CONFORM TO ASTM C144 TYPE "M".
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 OF THE UNITS).
F±1 S AREA= THE ENGINEER. THE REVIEW SHALL NOT RELIEVE THE 3 GROUT FOR THE CELLS TO S REA psi MINIMUM "PEA- 1. ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM
.
CONTRACTOR OF THE RESPONSABILITY FOR CONFORMITY WITH A-36 LATEST SPECS,
GRAVEL" CONCRETE. (8" SLUMP).
�e THE STRUCTURAL DRAWINGS. 2, DESIGN FABRICATI❑N 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
+� CONTINUOS VERTICAL CELL.
TC 5. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM WITH ERECTION LATEST SPECS,
1. SOUTH FLORIDA BUILDING CODE, DADE COUNTY, LATEST OF ALL CELLS, AT EACH LIFT, FOR INSPECTION. CLEANOUTS 4, ERECTION SHALL BE IN ACCORDANCE WITH AISC
EDITION. SPECIFICATI❑NS LATEST REVISI❑N.
SHALL BE SEALED FOR INSPECTION AND BEFORE GROUTING.
� 2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE 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
�� CON(. S1..4S U.1/ ��X�o° I0/I0 UJUJM BAR DIAMETERS UNLESS OTHERWISE NOTED. HOOK VERTICAL APPROVAL OF SHOP DRAWINGS IS REQUIRED PRIOR TO
REINFORCING 8'MINIMUM INTO TOP OF CONCRETE BOND OR TIE
®�� 1L 4�4i�O � �IER ON FOUNDATIONS. BEAMS, TYPICAL, UNLESS OTHERWISE NOTED. SUBMITTAL TO ENGINEER.
1. FOUNDATIONS ARE BASED ON A SAFE SOIL BEARING 7. SPECIAL INSPECTOR REQUIRED FOR REINFORCED MASONRY Lo
WELL C0Mf=,4CTED FILL, TAI'='. CONSTRUCTION. co
TG CAPACITY OF 2000 P.S.F. 8. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER,
0 2. AT THE TIME OF CONSTRUCTION, A LICENSED ARCHITECT OR
REGISTERED PROFESSIONAL ENGINEER SHALL SUBMIT TO THE THE GROUT SHALL BE STOPPED FOR 1-1/2" BELOW THE
4'-0°x5'-0° BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE HAS UPPERMOST UNIT. co CD
A/C CON(. SLAB F_ 7 BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE 9. ALL REINFORCED MASONRY SHALL COMPLY WITH
�g N -� SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. THE A.C.1.530-92.
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® LETTER SHALL BE SIGNED AND BEAR THE IMPRESS SEAL OF 10. GROUTED CELLS TO HAVE 5 REINFORCING BARS ANS TO
`4 `Q THE ENGINEER OR ARCHITECT, AS APPLICABLE. BE PLACED WHERE INDICATED ON THE PLANS, UNLESS 1
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OTHERWISE NOTED (SEE SECTIONS AND DETAILS).
11. HORIZONTAL WALL REINFORCING SHALL BE #8 GAUGE moo
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❑ TRUSS TYPE @16"O.C. TYP. ALL WALLS.
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BEAM SCHEDULE vi uj
ELEV. REINFORCEMENT STIRRUPS
MARK SIZE TOP OF BOTTOM BARS MID BARS TOP BARS " A " # SPACING REMARKS
BEAM
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TB 8"x14" VARIES 2#5 2#5 3 @ 48" THRU 4#3 T®12 ® CORNERS
RB1 8 x24
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UJF-24 CTC � � CONCRETE CO ITE COL. REINF SCHEDULE
COLUMN COLUNM
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Q I I F±1 N MARK SIZE ( IN ) REMARKS
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VERT. BARS TIES BASE PLATE CAP PLATE STARTS
o C-1 12"x12" 4#6 #308" CONC. COLUMN
6, �- UJF-24
In TC 8"x12" 4#5 #3 @8" CONC. COLUMN Lj
C C T CTC 8"x12"x12" 7#5 #3 @8" CONC. COLUMN
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21-311 V-1" 1 ®° 2'-4" 2'-4" 4'-8" 3'-1"
6'-4" 10'-0" 141-01 FOUNDATION ���� FOOTING SCHEDULE
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°p 30'_4' REINFORCING REMARKS
1/4�� 11-011 MARK SIZE ( L X W X H )
LW SW CONT. TRANSV.
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Z WF-24 24"X12" 3#5 #4 @12"
F-4 4'-0"x4'-0"x12" 4#5 4#5
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