05-1465-016FTG.
FTG.
CMU BLOCKS - SEE PLAN CMU BLOCKS - SEE PLAN
1/2" JOINT FILLER & SEALANT
REINF. IN FILLED 1/2- JOINT FILLER & SEALANT
1 CELL AS REQ'D. /
W.W.F. SEE PLAN SEE PLAN ni, W.W.F. SEE PLAN
SLAB THICK. SEE PLAN SLABP THICK.
FIN. GR. EL. II FIN. FL. EL. ..
SEE PLAN I, 0' -0" ii' .I x FIN. FL. EL.
r - - - -- - - - - -- b X X .ii X
II
m REINF. IN FILLED I II I \
o J I 1I VAPOR BARRIER I CELL AS REQ'D. \ / T I
SEE PLAN EL. -1' -6" IIII `I II ' I I I
VA
POR BARRIER
EL. -1' -6"
= %__ • . " 1 . .
(W N w •
FILL N I 6" COMPACTED GRANULAR
3" CL.I I '.
A LL
FOR REINF.
SEE SCHED. SEE FTG. FOR REINF. SEE FTG.
SCHED. SEE SCHED. SCHED.
TYPICAL CONTINUOUS WALL FTG.
NTS
( EXTERIOR )
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Z
g _j O 1/4" SAW -CUT JOINT
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VAPOR BARRIER W.W.F. SEE PLAN
C.J. -1 (TYP. SAW -CUT SLAB JOINT)
4 OPTIONAL SLAB CONST. JOINT DETAIL
S1 S4 (CONST. JOINT WHERE REQUIRED - MARKED C.J. ON PLAN
CONC. COL
TYPICAL CONTINOUS WALL FTG.
( INTERIOR )
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6" COMPACTED VAPOR BARRIER
FILL
5 TYPICAL SLAB DEPRESSION
S1 S4
4 -5/8' NELSON
STUDS
CONC. SLAB SEE
PLAN.
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MARK
W.W.F. SEE PLAN
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dFC 4 "X4 "X YZ ".
REINFORCING
3 $
CONC. m
TOP REINF. (EW)
F -1
5'- 0 "x5' -0"
16"
E 70
SLAB
f'c= 4000 PSI
F -2
4'- 0 "x4' -0"
14
6 #5
f'c= 4000 PSI
. co
3'- 0 "x3' -0"
14„
4 #5
-118.6
f'c= 4000 PSI
-66.6
-82.2
20
+33.2
+33.2
f'c= 4000 PSI
WF -18
18"
14"
SEE S -5 FOR DETAILS.
.... ....
......... ................
WF -24
CONC. SLAB
16"
3 #5 L.W, #4 024 "S.W.
DOWEL TO MATCH
f'c= 4000 PSI
WF -48
ON GRADE
18"
5 #5 L.W, #4 @12-S.W.
COL. REINF.
...
... 6" COMPACTED
-71.1
60
+27.3
+27.3
• • •
GRANULAR SOIL
+54.2
-52.1
-90.3
-90.3
-59.4
-67.9
80
+26.0
+26.0
...................
+53.1
+53.1
.
-51.5
-85.7
I
+58.3
a.
100
CONC. OVER POUR
+25.0
+25.0
+52.2
+52.2
AROUND BASE PLATE
-82.2
-82.2
1 -51.4
1 -63.8
& COL.
CONC. FTG. SEE
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ENCAREMENT.
SCHEDULE.
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CONC. FOOTING
III IIII'' SEE FOOTING SHEKEL
TYPICAL COLUMN FOOTING DETAILS
NTS
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FILLER & SEALER
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2 T 6" COMPACTED FILL
VAPOR BARRIER
AS REO'D.
/"3 TYPICAL THICKENED EDGE
S1 S4 (TYP. AT DISCONTINUOUS EDGE OF SLAB)
FOOTING SCHEDULE
MARK
SIZE
DEPTH
REINFORCING
REMARKS
BOT. REINF. (EW)
TOP REINF. (EW)
F -1
5'- 0 "x5' -0"
16"
7 #5
+35.4
f'c= 4000 PSI
F -2
4'- 0 "x4' -0"
14
6 #5
f'c= 4000 PSI
F -3
3'- 0 "x3' -0"
14„
4 #5
-118.6
f'c= 4000 PSI
-66.6
-82.2
20
+33.2
+33.2
f'c= 4000 PSI
WF -18
18"
14"
2 #5 L.W, #4 @24-S.W.
-107.6
f'c= 4000 PSI
WF -24
24"
16"
3 #5 L.W, #4 024 "S.W.
+29.1
f'c= 4000 PSI
WF -48
48"
18"
5 #5 L.W, #4 @12-S.W.
j 5 #5 L.W, #4 @24 "S.W.
f'c= 4000 PSI
ASCE7 -98 WIND LOADS ON COMPONENTS & CLADDING
WIND VELOCITY 146 MPH, EXP. "C ", 1 =1.0, GCPi =+ 0.18
Fy2
ZONE
1
2
3
4
5
AREA
M
+35.4
+35.4
+35.4
+61.4
+61.4
10
-56.2
-118.6
-118.6
-66.6
-82.2
20
+33.2
+33.2
+33.2
+58.6
+58.6
-54.6
-107.6
-107.6
-63.8
-76.6
+29.1
+29.1
+29.1
+55.8
+55.8
40
-53.0
-96.7
-96.7
-61.0
-71.1
60
+27.3
+27.3
+27.3
+54.2
+54.2
-52.1
-90.3
-90.3
-59.4
-67.9
80
+26.0
+26.0
+26.0
+53.1
+53.1
-51.5
-85.7
1 -85.7
+58.3
-65.6
100
+25.0
+25.0
+25.0
+52.2
+52.2
-51.0
-82.2
-82.2
1 -51.4
1 -63.8
co
O
ZONE O
101
I
STEEL COLUMN TO
CONCRETE FOOTING CONNECTION DETAIL
WIND LOADS DIAGRAM
ZONE ZONE ZONE
O O O
STRUCTURAL NOTES
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE, LATEST EDITION & REVISIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE ALL OPENINGS,
CHASES, SLEEVES, ITEMS TO BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL
MECHANICAL AND ELECTRICAL DRAWINGS. REPORT ANY DISCREPANCIES OR
CONFLICTS WITH THE ENGINEER.
3. SPLICES IN REBARS SHALL BE A MINIMUM OF 48 BAR DIAMETER EXCEPT WHERE
DIMENSIONED OTHERWISE.
4. EXCEPT WHERE OTHERWISE DIMENSIONED, ALL HOOKS ON REBARS SHALL BE
STANDARD ACI 318 -89 HOOKS.
5. REBARS: NEW ASTM A -615 GRADE 60. FABRICATE AND DETAIL IN
ACCORDANCE WITH ACI -315. HORIZONTAL JOINT REINF: "DUR -O- WALL" LADUR
TYPE 9 -5, LOX -ALL #9 STD. OR APPROVED EQUAL WITH "T" & "L" FOR INTER-
SECTIONS AND CORNERS.
6. CONCRETE COVER OVER THE REBARS SHALL BE AS DETAILED IN THE DRAWINGS.
WHERE COVER IS NOT DIMENSIONED, USE THE SAME COVER AS DIMENSIONED
FOR SIMILAR ITEMS. WHERE THERE ARE NO SIMILAR ITEMS, USE THE FOLLOWING:
3" FOR BOTTOM AND ENDS OF FOOTING; 1 1/2" FOR TIES OR STIRRUPS ON
COLUMNS AND BEAMS (2" OVER MAIN REINFORCING); 2" FOR FORMED CONCRETE
IN CONTACT WITH THE GROUND; SLABS = 3/4" FOR INTERIOR EXPOSURE AND
1 1/2" FOR EXPOSURE TO EARTH OR WEATHER.
7. WELDED WIRE FABRIC TO CONFORM TO ASTM A -185 SUPPORTED AT A MINIMUM
OF 36" 0/C EACH WAY: LAP FABRIC A MINIMUM OF 6" AT THE SIDES.
8. FILL AND BACK -FILL SHALL BE PLACED IN LAYERS NOT GREATER THAN 12"
LOOSE THICKNESS MEASURE & COMPACTED TO NOT LESS THAN 95% OF AASHTO
T -180.
9. FOR SLAB ON FILL, MOISTEN AND RECOMPACT SUBGRADE AFTER UNDERGROUND
UTILITIES HAVE BEEN BACKFILLED AND JUST BEFORE PLACING POLYETHYLENE
SHEETING. PROVIDE 0.006" THICK SHEETING UNDER ALL INTERIOR SLABS ON FILL.
TAPE ALL JOINTS.
10. SEPARATE SLAB ON FILL FROM WALL, COLUMNS AND OTHER ITEMS PENETRATING
SLAB, WITH 1j2" PRE - MOULDED JOINT FILLER MATERIAL FOR FULL THICKNESS
OF SLAB CONCRETE, ASTM D -1752 TYPE 1, EXCEPT AS OTHERWISE NOTED ON
THE DRAWINGS.
11. BLOCKS IN WALLS AND FOUNDATIONS SHALL BE ACCORDING TO ASTM C90, TYPE
1, GRADE N -1 WITH MINIMUM FACE SHELL THICKNESS OF 1 -1/4 ". MINIMUM
COMPRESSIVE STRENGTH SHALL BE 2,500 P.S.I., EXCEPT NON -LOAD BEARING
MAY BE 1,500 P.S.I.
12. ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN PLACE
PRIOR TO FORMING OR PLACING CONCRETE IN COLUMNS AND BEAMS OVER THE
WALLS, EXCEPT AS OTHERWISE SPECIFIED. PROVIDE VERTICAL REINFORCING IN
BLOCK CELLS AND FILL CELLS WITH CONCRETE AS INDICATED ON THE DRAWINGS.
PROVIDE 9GA. LADDER TYPE HORIZONTAL JOINT REINFORCING IN EVERY OTHER
COURSE. HORIZONTAL JOINT REINFORCING SHALL EXTEND A MINIMUM OF 6"
INTO ALL ABUTTING COLUMNS. GROUTING SHALL BE A CONTINUOUS OPERATION IN
LIFTS NOT EXCEEDING 4' -0" AND A MAXIMUM POUR OF 12' -0. SPECIAL INSPECTION
IS REQUIRED FOR ALL REINF MASONRY AND GROUTING.
13. ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN PLACE
PRIOR TO ERECTING WOOD TRUSSES
14. SUPERIMPOSED LOADS:
1. DEAD LOADS: ROOF .................. = 25 P.S.F.
2. LIVE LOAD: ROOF .................. = 30 P.S.F.
SECOND FLR..... = 40 P.S.F.
STAIR .................. = 60 P.S.F.
15. COMPRESSIVE STRENGTH OF CONCRETE ® 28 DAYS = 4000 P.S.I. U.O.N ON PLAN.
16. CONCRETE SLUMP: 3" t 1 " FOR FOOTINGS AND SLABS ON FILL. 4" t 1 " FOR
'ALL BEAMS, AND 9 f 1 FOR GROUTS IN MASONRY WALLS. MAKE SLUMP TESTS
WHEN CYLINCERS ARE MADE AND AT OTHER TIMES AS NECESSARY TO VERIFY SLUMP.
17. STRUCTURAL :TEEL:
L
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U
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w
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O
z
U
w
Z
F �
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A. CON=ORMING TO ASTM A -36. PIPE COL. TO ASTM A501.
B. ALL ANCHOR BOLTS SHALL BE ASTM A -307, HOT -DIP GALVANIZED.
C. PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT (MINIMUM 3 MIL.
DRY FILM THICKNESS.)
D. FABRICATION AND ERECTION ACCORDING TO AISC SPECS.
18. WELDING:
A. ALL WELDING IS TO BE PERFORMED BY CURRENT CERTIFIED WELDERS.
B. ELECTRODES TO BE E -70 SERIES, LOW HYDROGEN (STORED ACCORDING
TO A.W.S. REQUIREMENTS).
19. FRAMING LUMBER:
A. NOMINAL SIZE INDICATED. DRESSED S4S
B. SPECIES: DOUGLAS FIR [z]
C. MOISTURE CONTENT. 19% MAXIMUM
D. MINMUM EXTREME FIBER BENDING STRESS (FB) = 1,450 P.S.I.
20. FRAMING BLOCKING AND NAILERS EXPOSED TO MOISTURE OR DIRECTLY
ATACHED TO MASONRY OR CONCRETE SHALL BE UTILITY GRADE OR BETTER
YELLOW PINE, PRESSURE TREATED.
21. PLYWOOD ROOF DECKS:
A. 5/8" C -D INT -APA STRUCTURAL 1 WITH EXTERIOR GLUE C-- M
B. EDGE SUPPORT: PLY CLIPS -
C. NAILING 8d COMMON SPIRAL OF EDGES 6" O.C. AND
AND 10d NAILS 0 4" 0/C FOR GABLE ENDS.
22. ROUGH SAWN FRAMING TIMBER:
A. FULL SIZE INDICATED
B. SPECIES:
1. DOUGLAS FIR OR SOUTHERN PINE. FB =1300 PSI MINIMUM
OR FB =1900 PSI MIN. ( AS INDICATED ON PLAN).
C. MOISTURE CONTENT 19% MAX.
D. FREE OF DRY ROT AND OTHER VOIDS
E. SMALL TRIM MEMBERS WILL BE FREE OF KNOTS
23. ALL FASTENEFS AND HARDWARE EXPOSED TO WEATHER TO BE HOT DIPPED M,� ,,__. -__.._ -- - - -• - -;
GALVANIZED. _....__.... .. _�.....__.....- ..___.. -_ .
24. ALL WOOD TRJSSES SHALL BE DESIGNED & FABRICATED ACCORDING ;
TO THE SOUTI FLORIDA BLDG. CODE. SUBMIT ALL CALCULATIONS AND
DRAWINGS SIGNED & SEALED BY A FLORIDA REGISTERED STRUCTURAL 1 t
ENGINEER F01 REVIEW & COUNTY APPROVAL. f '�1'•- x�
t g
25. ALL INTERIOR STAIR, HANDRAILS, ETC SHALL BE DESIGNED & FABRICATED � ; •-` - ` "'- '- " -�- - -•�. �� . y
ACCORDING TO THE FLORIDA BLDG. CODE. SUBMIT ALL CALCULATIONS Imo+
AND DRAWING. SIGNED & SEALED BY A FLORIDA REGISTERED STRUCTURAO,
ENGINEER FOF REVIEW & COUNTY APPROVAL.
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13101 l • .
M. Hajjar & Associates Inc.
MOHAMMAD HAJJAR,P.E.
EB 8373 - PE 40187
2750 Douglas Road Suite 200, Miami, Florida 33133
Tel. (305)445 -2399 Fax. (305)445 -2219
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