00-0646-010 _ - -
. REVISION
_ 12/05/00
12/08/00 2
01 /19/01
° GENERAL STRUCTURAL NOTES LINTELS:
GENERAL: 6, CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE THE CONTRACTOR SHALL PROVIDE PRECAST OR INSITU LINTELS AT THE HEADS OF ALL
I PRACTICE IN THEIR USE AND REMOVAL. OPENINGS IN MASONRY WALLS NOT EXCEEDING EIGHT(8) FEET IN WIDTH WHERE BEAMS
1. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES,LINES, HAVE NOT BEEN SPECIFIED. LINTEL MAY BE INTEGRAL WITH THE TIE BEAM WHEN HEAD OF
l LEVELS,CONDITIONS AND DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE 7. PLACING OF CONCRETE IN ALL REINFORCED COLUMNS AND WALLS SHALL BE IN EQUAL THE OPENING IS 16 INCHES OR LESS BELOW. CONTINUE TYPICAL BOTTOM BARS THROUGH
DRAWINGS. THEY SHALL REPORT ANY ERRORS OR INCONSISTENCIES IN THE ABOVE TO THE LIFTS NOT EXCEEDING 7-1/2 FEET IN HEIGHT. AND ADD 2 #5 BOTTOM TRUSS BARS AT DROP. ADD 2 #3 STIRRUPS AT 6 INCHES O.C.EACH
ARCHITECT/ENGINEERBEFQRE COMMENCING WORK. THE CONTRACTOR AND END AT DROP. MINIMUM BEARING FOR ALL LINTELS 8 INCHES EACH SIDE OR PROVIDE Iz
SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS 8. SPECIFIED EXPANSION BOLTS SHALL BE OF THE SIZE INDICATED AND OF THE MAXIMUM DOWELS AND POCKETS IN ADJACENT COLUMNS. LINTEL TO BE MINIMUM OF 8 INCHES DEEP
AND BE RESPONSIBLE FOR ALL LINES,ELEVATIONS AND MEASUREMENTS IN CONNECTION EMBEDMENT LENGTH INTO THE CONCRETE. EXPANSION BOLTS AND ACCESSORIES SHALL
2 #4 TOP AND BOTTOM FOR SPANS LESS THAN 6 FEET 12 INCHES DEEP
WITH 2 #5 TOP AND
WITH THEIR WORK. BE STAINLESS STEEL DEEP WEDGE TYPE. LEAD SHIELDS ARE NOT ACCEPTABLE. EXPANSION BOTTOM AND 2 #3 STIRRUPS AT 6 INCHES O.C.EACH END,FOR SPANS GREATER THAN 6 FEET.
j BOLTS SHALL NOT BE SUBSTITUTED FOR SPECIFIED ANCHOR BOLTS WITHOUT THE
PROVIDE LINTELS OF SAME DEPTH WITH HALF THE REINFORCEMENT FOR 4 INCH WALLS.
2. SAFETY: ENGINEER'S APPROVAL.
A. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY
REQUIREMENTS OF CHAPTER 33 OF THE SOUTH FLORIDA BUILDING CODE AND ALL
REINFORCING STEEL:
LOCAL,STATE AND FEDERAL LAWS.
1. TO BE NEW BILLET STEEL CONFORMING TO A.S.T.M.A615 GRADE 60 SPECIFICATIONS,
to to C
B. PROVIDE ALL SHORING,BRACING AND SHEETING AS REQUIRED FOR SAFETY AND FOR FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF THE C.R.S.I.AND I O
THE PROPER EXECUTION OF THE WORK. REMOVE WHEN THE WORK IS COMPLETED, PLACED IN ACCORDANCE WITH A.C.I.315 AND A.C.I.MANUAL OF STANDARD PRACTICE, 1992
EDITION.
3. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS,SPECIFICATIONS OR OTHER C)
DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH 2. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICALS ABOVE. p p
OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN LAP 36 BAR DIAMETERS OR MINIMUM OF 18 INCHES,U.O.N. PROVIDE RIGID TEMPLATES FOR O v
1 HE SHALL
QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, DOWEL LOCATION. PROVIDE STANDARD HOOKS FOR ALL VERTICAL REINFORCEMENT AT •� �
BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE NON-CONTINUOUS COLUMNS(U.O.N.).
! COST OF RECTIFYING THE SAME. 4 A W
3. ALL DOWELS FOR COLUMNS AND WALLS TO BE SECURED IN POSITION PRIOR TO G ,q
4. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER WITH THE CONCRETING. DRILLING OR PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT •
a
ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED PERMITTED.
SLABS,SLOPES,DRAINS,OUTLETS,RECESSES,OPENINGS,REGLETS,BOLT SETTINGS,
. SLEEVES,DIMENSIONS,ETC. POTENTIAL CONFLICTS SHALL BE TRANSMITTED TO THE 4. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: FOOTINGS 3 INCHES,
i ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. COLUMNS 1-1/2 INCHES TO TIES,BEAMS 1-1/2 INCHES TO STIRRUPS,INTERIOR SLABS 3/4
INCHES,EXPOSED SLABS 1-1/2 INCHES,SLABS ON GRADE 1-1/2 INCHES MEASURED FROM TOP Q)�-+
5. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER REVIEW BEFORE STARTING
OF SLAB.
FABRICATION. CCS
5. SLAB AND BEAM REINFORCEMENT: PLACED IN ACCORDANCE WITH REINFORCING rOl
6. NO SHOP DRAWINGS SHALL BE SUBMITTED FOR ARCHITECT/ENGINEER REVIEW UNTIL AFTER DIAGRAMS,LAPPED 36 BAR DIAMETERS OR MINIMUM 18 INCHES. BOTTOM BARS SPLICED
Q) M
THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD,DIMENSIONING ONLY AT SUPPORTS,TOP BARS SPLICED ONLY AT MID-SPAN. ALL TOP BARS HOOKED AT co
I AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR AND STAMPED WITH THE
I ! CONTRACTOR'S APPROVAL SEAL. ENGINEER ASSUMES NO RESPONSIBILITY FOR NON-CONTINUOUS EDGES(U.O.M.) ALL HOOKS TO BE STANDARD 90 DEGREE OR 180 DEGREE
! I HOOKS AS REQUIRED(U.O.N.).
DIMENSIONS,QUANTITIES,ERRORS OR OMISSIONS AS A RESULT OF CHECKING AND
DI ,Q
REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY N W
6. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 2 FT.MINIMUM EACH
CONTRACTOR,IRRESPECTIVE OF RECEIPT,CHECKING OR REVIEW OF DRAWINGS BY WAY AT CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BARS NOT •r•� p w
ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS. DETAILED WITH A HOOKED END.
''Cy p .rr
+ ' 7. TRANSVERSE REINFORCEMENT IN SLABS WITH PRINCIPLE REINFORCEMENT PARALLEL TO r'"1 o
STRUCTURAL DESIGN CRITERIA: CONCRETE BEAMS: 4 AT 12 INCHES O.C.X 6 -0 LONG IN TOP. -
� .
0 PA
1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE SOUTH FLORIDA BUILDING CODE 8. THE CONTRACTOR SHALL INFORM THE REBAR DETAILER OF HIS PROPOSED REBAR SUPPORT
(1995 EDITION)AND OTHER REFERENCED CODES AND SPECIFICATIONS. METHOD AND CONSTRUCTION SEQUENCES. ALL SUPPORT ITEMS AND SPLICES REQUIRED r* p
i
Q 1`
2. WIND LOAD CRITERIA: SHALL BE SO DETAILED AND PROVIDED.
44
BASIC LOAD VELOCITY- 110 MPH ASCE 7-93
STRUCTURAL AND MISCELLANEOUS STEEL:
3. LIVE LOADS: _
ROOF................... 30 P.S.F.
r, FLOOR...................50 P S F
SEE PLANS FOR ADDITIONAL LOADING INFORMATION
DEAD LOADS: 1. ALL STRUCTURAL STEEL TO BE DOMESTIC A.S.T.M.(A-36 FY=36 K.S.I.)AND DESIGNED IN
ROOF............. 20 P S F ACCORDANCE WITH THE EIGHTH A.I.S.C."SPECIFICATION FOR THE DESIGN,FABRICATION
FLOOR...................20 P S F AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
7
FOUNDATIONS: 2. STEEL TUBES TO BE DOMESTIC STEEL CONFORMING TO A.S.T.M.A-500 GRADE B(FY=46 K.S.I.).
i TUBE COLUMNS TO BE CONCRETE FILLED WITH VENT HOLES TOP,MIDDLE AND BOTTOM.
1. FOUNDATIONS ARE DESIGNED TO BEAR ON WELL-COMPACTED,CLEAN SAND AND GRAVEL f
OF AN ALLOWABLE BEARING CAPACITY OF 2000 P.S.F. SEE SPECIFICATIONS FOR OTHER 3. HIGH STRENGTH BOLTS(A.S.T.M-A-325)TO BE 3/4 INCHES DIAMTETER,UNLESS OTHERWISE �.°'.• .9•r• r
REQUIREMENTS. NOTIFY ENGINEER OF ANY DISCREPANCY IN SOIL BEARING CAPACITY SPECIFIED. PROVIDE MATCHING H.S.NUTS AND WASHERS.
BEFORE PROCEEDING WITH THE WORK. J
4. ALL ANCHORS AND ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE HOT-DIPPED
2. TOP OF WALL FOOTINGS TO BE AT SAME ELEVATION AS TOP OF COLUMN FOOTINGS. WALL GALVANIZED.
FOOTING REINFORCEMENT TO RUN CONTINUOUS THROUGH COLUMN FOOTING.
- i
5. ALL CONNECTIONS TO BE FIELD AND SHOP WELDED AND TO DEVELOP MEMBER IN SHEAR. •�
1'-4"BELOW TOP OF CONCRETE SLAB ON GRADE OR
3. ALL FOOTINGS TO BE MUNIMUM
MINIMUM 1'-0".BELOW FINISHED GRADE,WHICHEVER IS LOWER.
6. SPLICE LOCATIONS TO BE REVIEWED BY ARCHITECT/ENGINEER. O �'
7. STEEL BEARING ON STEEL TO BE WELDED THERETO.
SLABS ON GRADE: ry
8. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM"769"RED PRIMER OR APPROVED F-�I
1. ALL CONCRETE SLABS ON GRADE TO BE IN ACCORDANCE WITH THE 1995 EDITION"GUIDE EQUAL(U.O.N.).
FOR CONCRETE FLOOR AND SLAB CONSTRUCTION'.
9. SUBMIT SHOP DRAWINGS FOR ENGINEER'S REVIEW BEFORE STARTING FABRICATION. O
2. JOINTS SHALL BE PROVIDED IN ALL SLABS ON GRADE WHERE INDICATED ON PLANS. �f
PROVIDE SAWCUT JOINTS IN ALL SIDEWALKS AT A MAXIMUM SPACING OF 5 FT.ON CENTER �I '`'
AND ISOLATION JOINTS AT A MAXIMUM OF 20 FEET APART.
4-a O
oU �STEEL STUDS: (LIGHT GAUGE FRAMING)
CONCRETE: O
1. ALL WORK TO CONFORM TO RECOMMENDATIONS AND SPECIFICATIONS AS OUTLINED IN ►'('� •rl
1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH"BUILDING CODE INRYCO/MILCOR STEEL FRAMING SYSTEM CATALOG 37-1.
i REQUIREMENTS FOR REINFORCED CONCRETE"(A.C.I.318-83)AND WITH"DETAILS AND i a
j" DETAILING OF CONCRETE REINFORCEMENT'-(A.C.I.315-80), 1992 EDITION 2. ALL STEEL STUDS TO BE MINIMUM 25 GAUGE GALVANIZED.
i
2. ALL CONCRETE WORK IN ACCORDANCE WITH"SPECIFICATIONS FOR STRUCTURAL 3. SHOP FABRICATE ALL FRAMES. WELDS TO DEVELOP MEMBER IN SHEAR AND MOMENT
CONCRETE FOR BUILDING"(A.C.I. 301-84). PRODUCTION OF CONCRETE,DELIVERY,PLACING CARRYING CAPACITY. CLEAN AND PAINT ALL WELDS WITH GALVACON.
AND CURING TO BE IN ACCORDANCE WITH"HOT WEATHER CONCRETING"(A.C.I.305B-77, Q j
REVISED 1992). 4. STUDS PLACED AGAINST CONCRETE TO BE SEPARATED BY 30 LB.FELT.
3. NO ADMIXTURES PERMITTED WITHOUT THE REVIEW OF ARCHITECT/ENGINEER. � x
I ;
MASONRY WALLS AND PARTITIONS:(f m=2000 PSI)
CONCRETE TO BE PLACED IN ANY SLAB(INCLUDING SLABS ON GRADE),THE SLUMP O
j 4. FOR ALL CO r ,
ki SHALL NOT EXCEED FOUR INCHES(MINIMUM 5-1/2 BAGS OF CEMENT IN EACH CU.YD.OF v
CONCRETE). 1. UNLESS OTHERWISE DETAILED,PROVIDE MINIMUM TIE BEAMS 8 X 12 INCHES REINFORCED
i NO WAIVERS OF THIS REQUIREMENT SHALL BE CONSIDERED. SLUMP FOR OTHER CONCRETE WITH 2 #5 TOP AND BOTTOM WITH#3 STIRRUPS AT 36"O.C.FOR 8 INCH MASONRY
' SHALL NOT EXCEED FIVE INCHES.
PARTITIONS AND 4 X 12 INCHES WITH 1 #4 TOP AND BOTTOM FOR 4 INCH MASONRY
PARTITIONS,WHERE INDICATED OR REQUIRED BY S.F.B.C.CHAPTER 27. REINFORCING TO
5. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 3000 P.S.I.AT 28 COMPLY WITH REINFORCING STEEL NOTES NO. 1,3,4 AND 5.
DRAWN
DAYS.
2. PROVIDE MINIMUM 8 X 12 INCHES CONCRETE TIE COLUMNS REINFORCED WITH 4 #5 N N
.� VERTICAL AND#3 TIES AT 8 INCHES ON CENTER. 0)� CHECKED
3. PROVIDE HORIZONTAL JOINT REINFORCING AND ANCHORAGE TO FRAME IN ALL MASONRY m w
WALL UNITS AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS. W o_ DATE
c/) 05/10/00
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