05-766-013+ / ............ i ....... ... ..... . .. .... "'.. 11
LI
4
0.3 LI
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STRUCTURAL NOTES: 1 /
I. GOVERNING CODES 4 STANDARDS-.
DESIGN IS IN COMPLIANCE WITH THE FOLLOWING CODES:
A) FLORIDA BUILDING CODE, 2001 EDITION
B) A5CE '7-18, V = 146 M.P.H., CATEGORY 11, EXPOSURE G, IMPORTANCE FACTOR 1.00
G) A01 315-02 - CONCRETE
D) AGI 550-02 -MASONRY
2. SOIL STATEMENT:
VISUAL INSPECTION OF THE 51TE INDICATES EXISTING SAND AND ROCK SAFE BEARING PRESSURE OF 2000 P.5.F. AT THE
TIME OF FOOTING EXCAVATION, HE HILL ISSUE A LETTER TO THE BUILDING DEPARTMENT CONFIRMING THAT OBSERVED CONDITIONS MATCH OUR
ASSUMED ONES.
3. CONCRETE:
A) COMPRESSIVE STRENGTH OF CONCRETE AT 25 DAYS:
COLUMN .......................SEE COLUMN SCHEDULE
ALL CONCRETE .....................4,000 P.5.1.
B) MAXIMUM SLUMP (U.O.N.): ................ . 41.+ 1"
C) TESTS: A MINIMUM OF FIVE CONCRETE SPEGIMEN5 SHALL BE TAKEN FROM EACH 50 GU. YD5. OR PORTION THEREOF. SPECIMENS SHALL BE
TESTED ACCORDING TO A5TM G-31, ONE AT THREE DAYS, ONE AT 7 DAYS AND THREE AT 2a DAYS. NOTE: IF ONE OR MORE OF THE FIRST
TWO GYLINDER5 BROKEN AT 28 DAYS FAILS TO MEET SPECIFIED STRENGTH, HOLD THE THIRD ONE AND NOTIFY OUR OFFICE.
D) COVER: CONCRETE DEPOSITED AGAINST THE GROUND ........... 3"
FORMED CONCRETE IN CONTACT HITH THE GROUND ............ 2"
GROUND FLOOR SLAB OVER TWO LAYERS OF VISCUEEN ........ 1-1/2"
BEAMS AND COLUMNS ...................... 1-1/2"
SLABS AND HALLS ........................ 3/4"
ALL CONCRETE SLABS EXPOSED TO THE ELEMENTS MUST EITHER BE SEALED AFTER POURING OR INTEGRALLY HATERPROOFED IN THE MIX IN ORDER
TO PREVENT WATER OR MOISTURE INTRUSION. COLUMNS AND WALL BELOW GRADE MUST BE PROTECTED CONTINUOUSLY HITH A WATERPROOFING
MEMBRANE.
CRACKS IN CONCRETE ARE TO BE ANTICIPATED. G.G. SHALL BE RESPONSIBLE FOR SEALING AND FILLING ALL CRACKS. G.G. SHALL SUBMIT TO ENGINEER,
IN WRITING, LOCATION AND DESCRIPTION OF ALL CRACKS AND PROPOSED METHOD FOR REPAIRS OF SAID CRACKS PRIOR TO REPAIRS.
4. REINFORCING STEEL:
A) REINFORCING 5AR5 MUST CONFORM WITH A5TM A-615, GRADE 60.
B) HELPED HIRE FABRIC MUST CONFORM HITH A5TM A-Ia5 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 3'-0" MAXIMUM ON
CENTER.
C) FABRICATION AND DETAILING ACCORDING TO AGI-315.
D) ALL AGGE55ORIE5 TO HAVE UPTURNED LE05 AND BE PLA5TIG-DIPPED AFTER FABRICATION.
E) G.G. TO ADD ONE TON OF REINFORCING TO BE GUT AND BENT IF AND WHEN INSTRUCTED BY OUR INSPECTOR IN THE COURSE IF FIELD
/ INSPECTIONS. ANY PORTION LEFT UNUSED AT JOB'S COMPLETION HILL BE CREDITED TO THE OWNER.
5. STRUCTURAL STEEL:
A) CONFORMING TO ASTM A-36. STEEL TUBE COLUMNS CONFORMING TO A5TM A-500, GRADE B.
B) BOLTS CONFORMING TO "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A- 525 AND ASTM A-4q0 BOLTS".
C) ALL EXPOSED STEEL MEMBERS (INCLUDING INSERTS AND CONNECTORS) TO BE HOT -DIPPED GALVANIZED. ALL OTHERS TO HAVE A
MINIMUM 1.5 MIL OF RUST- INHIBITING PAINT. TOUGH -UP A5 REQUIRED AFTER ERECTION.
D) FABRICATION AND ERECTION ACCORDING TO THE LATEST AISC SPECIFICATIONS.
E) ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH AH5 D-I.I-77. ELECTRODES TO COMPLY WITH ASTM A-233
OR A-316, STORED AS PER AH5 REQUIREMENTS.
/ 6. WOOD:
HOOD MEMBERS TO HAVE A MINIMUM F'B OF 1200 P.S.I. HOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH SOUTH FLORIDA BUILDING
CODE PROVISIONS. SUBMIT SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL OF A FLORIDA STRUCTURAL ENGINEER. DRANIN55 SHALL
IDENTIFY AND LOCATE ALL COMPONENTS AND SHALL SPECIFY MEMBER SIZES, GRADES, BRACING (BOTH PERMANENT AND FOR ERECTION
PURPOSES), ANCHORAGE, CONNECTIONS AND ALL OTHER NECESSARY FABRICATION AND ERECTION INFORMATION. TO COMPLY HITH A50E 7-q8
REGUIREMENT5, HIND PRE55URE5 FOR ROOF TRUSSES MUST BE CALCULATED FOR COMPONENTS AND CLADDING AND NOT FOR MHFRS. CALCULATIONS
MUST CLEARLY SHON THIS CRITERIA. ALL TRUSS -TO -TRUSS CONNECTIONS TO BE SUPPLIED BY TRUSS MANUFACTURER. HOOD MEMBERS
BEARING ON CONCRETE BEAMS SHALL HAVE AN APPROVED SEPARATING MATERIAL BETWEEN THE HOOD MEMBERS AND THE CONCRETE.
7. MASONRY WALLS:
A) MASONRY SHOWN THUS [[[[[[[[ IS BEARING AND MUST BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING ERECTED.
B) MASONRY SHOWN THUS [//////] IS NON -BEARING AND MUST BE ERECTED AFTER THE STRUCTURE ABOVE BEEN ERECTED AND ANTICIPATED
DEFLECTION HAS OCCURRED.
G) MORTAR MUST CONFORM WITH ASTM 0-270, TYPE M (2,500 P.5.1.). CONCRETE BLOCK UNITS MUST COMPLY WITH ASTM G-qO AND F'G OF
MASONRY UNITS = IcIOO P.5.1 (MIN.); F'M OF ASSEMBLY = 1,500 P.S.I. (MIN.) FOR FULLY BEDDED HALLS. IF ONLY FACE SHELLS ARE BEDDED, F'C
OF UNITS MUST BE INCREASED TO 2450 P.S.I. (MIN.)
D) PROVIDE STANDARD DURONALL REINFORCING EVERY OTHER COURSE AND LAP AROUND CORNERS AND HALL INTERSECTIONS WITH
\ PREFABRICATED "L" AND "T" CORNER SECTIONS.
E) LAP ALL VERTICAL BARS 48 BAR DIAMETERS. FILL SPECIFIED CELLS WITH 5,000 P.5.1. CONCRETE PUMP MIX CONSOLIDATED IN MAXIMUM HEIGHTS
OF FOUR FEET (ALTHOUGH HALL MAY BE ERECTED HIGHER AT THAT POINT). PROVIDE GLEAN -OUT HOLES AT BOTTOM OF EACH
REINFORCED CELL AT EVERY LIFT AT EVERY FLOOR.
F) REINFORCED MASONRY GON5TRUGTION AND TESTING TO COMPLY HITH NGMA REINFORCED MASONRY CONSTRUCTION RECOMMENDATIONS
AND THE FLORIDA BUILDING CODE.
G) GROUT IN REINFORCED CELLS MUST ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.5.1-AT 25 DAYS.
/ H) BRACE ALL HALLS DURING CONSTRUCTION PRIOR TO STRUCTURE ABOVE THEM BEING ERECTED.
H) CRACKS IN MASONRY HALL5 ARE TO BE ANTICIPATED. G.G. SHALL BE RESPONSIBLE FOR FILLING AND SEALING ALL CRACKS. G.G. MUST SUBMIT TO
ENGINEER, IN WRITING, LOCATION, DESCRIPTION AND SIZE OF ALL CRACKS AND PROPOSED METHODS FOR REPAIRING SAID CRACKS.
a. SOIL COMPACTION:
FILL AND BAGKFILL UNDER CONCRETE 5LA55 ON GRADE MUST BE COMPACTED TO A MINIMUM OF 615% OF THE MAXIMUM DENSITY AT OPTIMUM
MOISTURE AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D-1557, METHOD D)
q. SLA55 ON GRADE:
TO BE PLACED ON GLEAN, NON -ORGANIC GRANULAR FILL ON 5-MIL VI5CUEEN VAPOR BARRIER AND IN A "CHECKERBOARD" SECUENCE, EACH
i SEGMENT OF WHICH 15 NOT TO EXCEED A MAXIMUM AREA OF 625 50. FT., OR 30 LINEAR FEET IN ANY DIRECTION AND AT ALL COLUMN LINES.
PREMOLDED METAL KEYED JOINTS (FULL SLAB THICKNESS) MAY ALSO BE USED. GUT HIRE FABRIC, AT ALL JOINTS.
10. APPROVALS:
A) SUBMIT SHOP DRAWINGS FOR ITEMS 4,5 AND 6 ABOVE. SUBMIT ONE PRINT AND ONE SEPIA OF EACH. CONTRACTOR HILL 155UE PRINTS AS
REQUIRED. ALL SHOP DRAWINGS, PRIOR TO BEING SUBMITTED TO OUR OFFICE, MUST BE STAMPED BY BOTH THE ARCHITECT AND THE G.G.
AS EVIDENCE OF THEIR PREVIOUS REVIEW. UNAUTHORIZED DUPLICATION OF OUR PLANS TO BE PRESENTED AS PART OF THE SUBMITTAL,
15 STRICTLY FORBIDDEN.
B) SUBMIT LABORATORY REPORTS FOR ITEMS 5, 7 AND 8.
11. COORDINATION:
COORDINATE ALL DIMENSIONS, ELEVATIONS, OPENINGS AND DETAILS HITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAHING5. REPORT ANY
CONFLICTS OR DISCREPANCIES TO OUR OFFICE. IN CASE OF CONFLICTS OR DISCREPANCIES, CONTRACTOR MUST A55UME 005TLIER SOLUTION
DURING BIDDING UNLESS CLARIFICATION IS OBTAINED IN WRITING FROM THE ARCHITECT.
12. OWNER, ARCHITECT AND CONTRACTOR NOTE:
CHECKING OF SHOP DRANIN55 AND FIELD OBSERVATIONS OF THE INSTALLATION OF THE REINFORCING (AND OTHER STRUCTURAL ELEMENTS) IN THE
FIELD ARE REQUIRED IF THIS OFFICE 15 TO BE HELD RESPONSIBLE FOR THE STRUCTURAL ADECUAGY OF THE BUILDING.
i 15. SHORING, RE-5HORIN5 AND SAFETY PRACTICES:
ALL SHORING AND RE -SHORING 15 TO BE DESIGNED AND SPECIFIED BY A FLORIDA REGISTERED ENGINEER WHO SPECIALIZES IN FORMWORK DESIGN
AND WHO HAS BEEN HIRED BY THE GENERAL CONTRACTOR. SHORING ENGINEER SHALL 5UPERV15E ALL 5HORING AND RE -SHORING INSTALLATIONS
AND SHALL CERTIFY TO OUR OFFICE THEIR ADECUAGY PRIOR TO ANY POUR.
OUR OFFICE DOES NOT POSSES, NOR PRESUMES TO POSSES, ANY KNOWLEDGE OR EXPERTISE IN MATTERS RELATING TO JOB SAFETY, 05HA OR
LABOR LAW REGUIREMENT5 FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH 05HA AND LABOR LAW5 15 THE ABSOLUTE
RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TO ADDRESS THEM.
14. SOIL TERMITE PROTECTION:
ALL 501L AND FILL UNDER FLOORS AND/OR WITHIN OR UNDER BUILDING SHALL E PE -CONSTRUCTION 501L TREATMENT. THE STANDARDS OF THE NATIONAL
PEST CONTROL ASSOCIATION SHALL BE DEEMED AS APPROVED IN RESPECT TO PRECONSTRUGTION SOIL TREATMENT FOR PROTECTION AGAINST
TERMITES. CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY.
GROUND FLOOR NOTES:
I. GROUND FLOOR CONSISTS OF 4" CONCRETE SLAB IN GRADE REINFORCED H/6 X 6 -
HI.4/WI.4 MELDED WIRE FABRIC. SEE STRUCTURAL NOTES AND TYPICAL DETAILS IN 5 - ?. SEE
ARCHITECTURAL FOR SLAB ELEVATIONS AND STEPS INFORMATION.
2. ALL MASONRY HALLS ARE REINFORCED AS PER SCHEDULE IN GROUT -FILLED CELLS AND
AL50 AT ALL CORNERS AND AT EACH 51PE OF OPENINGS. 5EE MASONRY HALL DETAILS IN 5 - ?.
3. TOP OF FOOTING ELEVATION = -.2'- 6" U.O.N. ALL NALL FOOTINGS ARE HF-20.
4. SEE SCHEDULES, DETAILS AND STRUCTURAL NOTES IN 5 - ?.
5. VERIFY ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRANIN65.
SECOND FLOOR NOTES:
I. FLOOR CONSISTS OF 5/4" G.D.X. PLYWOOD SHEATHING GLUED AND NAILED TO EACH TRUSS,
LEDGER AND BLOCKING H/IOD GALVANIZED NAILS AT 6" O.G.
2. ALL MA50NRY HALLS ARE REINFORCED AS PER SCHEDULE IN GROUT -FILLED CELLS AND
AL50 AT ALL CORNERS AND AT EACH 51DE OF OPENINGS. 5EE MASONRY HALL DETAILS IN 5-?.
3. WOOD TRUSSES ARE CONNECTED TO BOND BEAMS H/METAL SEAT (3 5/8" WIDE) T554 AND
TRUSS ANCHOR ETA12 BY SIMPSON MANUFACTURERS. WRAP TRUSSES N/DOUBLE LAYER OF ROOF
PAPER AT CONCRETE BLOCK. SEE SECTIONS.
4. BOLT END TRUSSES TO HALLS H/5/8" DIA. ANCHOR BOLTS AT 24" O.G. A5 SHOWN IN PLAN AND
SECTIONS. NAIL PLYWOOD TO THE5E END MEMBERS H/IOD GALVANIZED NAILS AT 4" O.G.
5. PROVIDE 2 - 2 x 4 TOP BLOCKING BETWEEN TRUSSES WITH SIMPSON A25 EACH END UNDER
ALL NON -BEARING PARTITIONS PERPENDICULAR TO TRUSSES. NAIL PLYWOOD TO THIS BLOCKING
AT 6" O.G. (TYPICAL).
6. 5UPERIMP05ED LOADS: L.L. = 40 P.5.F.; D.L. = 30 P.5.F. (55 P.5.F. AT BATHROOM AREAS -
SEE ARCHITECTURAL FOR LOCATION).
7. SEE ARCHITECTURAL DRAWINGS FOR HOOD TRUSS PROFILE, A/C OPENINGS AN LOCATION OF
PLUMBING TRAPS.
ROOF NOTES:
I. ROOF DECK CONSISTS OF 5/5" EXTERIOR TYPE G.D.X. PLYWOOD SHEATHING NAILED TO EACH
TRUSS, HOOD BEAM AND FASCIA HITH SD GALVANIZED NAILS AT 6" O.G. NAIL PLYWOOD TO
PERIMETER BLOCKING AND OUTLOOKER5 AT 4" O.G. MAXIMUM SPACING.
2. HOOD TRU55ES AND HOOD BEAMS ARE CONNECTED TO BOND BEAMS HITH HURRICANE
ANCHORS "DEEM TO COMPLY" BY HUGHE5 MANUFACTURING INC. N/4-I0D GALVANIZED NAILS THRU
SEAT PLATE AND q-IOD GALVANIZED NAILS THROUGH THE STRAP. MADE COUNTY N.O.A
q-10421.05. ALLOWABLE LOADS: UPLIFT = 1365 LOS.; PERPENDICULAR TO HALL: 1510 LOS.,
11/11 L'J A27
COLUMN 5GHEDULE
MRKD.
SIZE
REINFORCEMENT
REMARKS
VERT
BASE 5
TIES GAP O
TO
811X12"
4#5
I
SEE DETL
5HT S-4
5#5
GI
8'x16"
4#6
G2
12"X12"
4#6
#5612"
MASONRY COLUMN
FOOTING 50HE17)ULE
MRKD.
51 ZE
REINFORCEMENT
REMARKS
LONG.
TRANS.
F 4.0
4'X4'XI'-4"
5#5
5#5
F 5.0 (5P)
5'X5'XI'
4#5
4#5
WF-24
24" X 12"
5#5
#4@24"
WF-24(5P)
24" X 12"
5#5T 8 B
#4024"
WF-16
16" X 12"
2#5
_
PARALLEL TO WALL: 860 LBS. v
3. SUPERIMPOSED LOADS: L.L. = 30 P.5.F.; D.L. = 25 P.S.F. (PLUS MECHANICAL EQUIPMENT); NET
UPLIFT 25 P.S.F. /
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OR
WHICHEVER
IS
F::T" BAR -1
-"E" BAR -
Li L2
TYPICAL SEAM DIAGRAM
N.T.S.
OR
WHICHEVER
IS
TOP BARS EXTEND TO 1/4 PT. OF ADJACENT SPAN
UNLE55 07HERHI5E NOTED. "G" BARS ARE AT
NON -CONTINUOUS ENDS. "E" BARS ARE OVER
INTERIOR SUPPORTS. TOP BARS GALLED FOR AS
CONTINUOUS WHEN SPLICED, SHALL BE SPLICED IN
THE MIDDLE THIRD OF THE SPAN. THE BEAM IS READ
FROM LEFT TO RIGHT.
BEAM 5GHEDULE
REINFORCEMENT
STIRRUPS
MRKD.
TOP ELEV.
SIZE
BOT.
TOP
No.
SPACED o.c.
REMARKS
RTB
SEE PLAN
8"x 12MIN.
2#5
2#5
5
3 a 12" a ENDS
BALANCE Q 48"
DROP AT OPENINGS"
SEE DETAIL.
RTB-1
SEE PLAN
12"X16"
2#6
2#6
5
@ 12" o.c.
115 VERTICAL REINF.
ON FILLED CELLS
!]OF_1[7[1F_1[_
INTERLOCK BLOCK COURSE
(TYP•)
CORNER DETAIL
2#7 VERT. REINF. IN HIGH WALLS
1 #7 VERT. REINF. IN LOW WALLS.
ON FILLED CELLS
4
OR
CANT. CANT.
OR
WHICHEVER
-^ IS ^ r> 'T" BAR
AR
Lg
END WALL DETAIL
#5 VERTICAL REINF.
ON FILLED CELLS
■1NINE T0IIr��[Iimiwim
INTERLOCK BLOCK COURSE
(TYP') Ed
a
F1
n rnn n rn r nci i c• ... /n rent it
WALL INTERSECTION
(DETAIL
TYPICAL DETAIL
REINFORCED WALL DETAIL5
SCALE 314 "=1 '-0"
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SCALE AS SHOUN
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