09-1112-025,
DRILL do DOWEL 3 #4X
V -6" INTO SOLID
CONCRETE W /6" EMB.
I I FILL W /EPDXY.
10 "X10 "Xj 3 E70 EXISTING SLAB
BASE PLAT ON GRADE.
SCALE: 1/4" = V-0"
NORTH
FOOTING SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
BOTT
TOP
F -1
3'- 6 "X3'- 6 "X1' -4"
5 #5 E.W
- --
F'C =4000 PSI
SLEEVES, ITEMS TO BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL MECHANICAL AND
ELECTRICAL DRAWINGS. REPORT ANY DISCREPANCIES OR CONFLICTS WITH THE ENGINEER.
„ „
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
EDITION & REVISIONS.
2.
6 1 /2”
i Y W"
i• Y•
Y
Y •
SLEEVES, ITEMS TO BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL MECHANICAL AND
ELECTRICAL DRAWINGS. REPORT ANY DISCREPANCIES OR CONFLICTS WITH THE ENGINEER.
DESIGN
A
SPLICES IN REBARS SHALL BE A MINIMUM OF 48 BAR DIAMETER EXCEPT WHERE
N
CMU WALL.
DIMENSIONED OTHERWISE.
A
I
'
Y Y
Y♦
• • Y
Y G •
REBARS: NEW ASTM A -615 GRADE 60, FABRICATE AND DETAIL IN ACCORDANCE WITH
Interior D e s i g n
ACI -315. HORIZONTAL JOINT REINF.: "DUR —O— WALL" LADUR TYPE 9 -5, LOX —ALL #9 STD. OR
APPROVED EQUAL WITH "T" do "L" FOR INTER — SECTIONS AND CORNERS.
285 S e vI I l a Avenue
Coral Gables, Fl 33134
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.
N
"YW•
.,
"YY
STRUCTURAL
NOTES
W •
BASE PLATE CAP PLATE
DETAIL N.T.S. DETAIL
N.T.S.
•• Y r •• Y Y Y Y• V Y i • Y•
• • • • • Y • V Y • •
• • • Ii V Y • • G••
I .
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
EDITION & REVISIONS.
2.
CONTRACTOR SHALL VERIFY ALL' DIMENSIONS AND COORDINATE ALL OPENINGS, CHASES,
i Y W"
i• Y•
Y
Y •
SLEEVES, ITEMS TO BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL MECHANICAL AND
ELECTRICAL DRAWINGS. REPORT ANY DISCREPANCIES OR CONFLICTS WITH THE ENGINEER.
DESIGN
3,
SPLICES IN REBARS SHALL BE A MINIMUM OF 48 BAR DIAMETER EXCEPT WHERE
_
T
CMU WALL.
DIMENSIONED OTHERWISE.
0
I
'
Y Y
Y♦
• • Y
Y G •
5.
REBARS: NEW ASTM A -615 GRADE 60, FABRICATE AND DETAIL IN ACCORDANCE WITH
Interior D e s i g n
ACI -315. HORIZONTAL JOINT REINF.: "DUR —O— WALL" LADUR TYPE 9 -5, LOX —ALL #9 STD. OR
APPROVED EQUAL WITH "T" do "L" FOR INTER — SECTIONS AND CORNERS.
285 S e vI I l a Avenue
Coral Gables, Fl 33134
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.
(3O5) 444-4433
"YW•
Y.WW.
"YY
STRUCTURAL
NOTES
W •
•
V •
7.
•uo•
r
Y
8.
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.
9.
SEPARATE SLAB ON FILL FROM WALL, COLUMNS AND OTHER ITEMS PENETRATING SLAB, WITH
WVUY
G
GrW�+• •
•W W
r
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
THE
FLORIDA BUILDING CODE LATEST
11.
ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN PLACE PRIOR TO
I .
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
EDITION & REVISIONS.
2.
CONTRACTOR SHALL VERIFY ALL' DIMENSIONS AND COORDINATE ALL OPENINGS, CHASES,
BLITSTEIN
SLEEVES, ITEMS TO BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL MECHANICAL AND
ELECTRICAL DRAWINGS. REPORT ANY DISCREPANCIES OR CONFLICTS WITH THE ENGINEER.
DESIGN
3,
SPLICES IN REBARS SHALL BE A MINIMUM OF 48 BAR DIAMETER EXCEPT WHERE
_
T
CMU WALL.
DIMENSIONED OTHERWISE.
0
I
4,
EXCEPT WHERE OTHERWISE DIMENSIONED, ALL HOOKS ON REBARS SHALL BE STANDARD ACI
Architecture
318 -02 HOOKS.
5.
REBARS: NEW ASTM A -615 GRADE 60, FABRICATE AND DETAIL IN ACCORDANCE WITH
Interior D e s i g n
ACI -315. HORIZONTAL JOINT REINF.: "DUR —O— WALL" LADUR TYPE 9 -5, LOX —ALL #9 STD. OR
APPROVED EQUAL WITH "T" do "L" FOR INTER — SECTIONS AND CORNERS.
285 S e vI I l a Avenue
Coral Gables, Fl 33134
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.
(3O5) 444-4433
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
EXISTING ELEVATOR
REINFORCING); 2" FOR FORMED CONCRETE IN CONTACT WITH THE GROUND; SLABS = 3/4" _
TO REMAIN.
FOR INTERIOR EXPOSURE AND 1 1/2" FOR EXPOSURE TO EARTH OR WEATHER.
7.
FILL AND BACK —FILL SHALL_ BE PLACED IN LAYERS NOT GREATER THAN 12" LOOSE
THICKNESS MEASURE do COMPACTED TO NOT LESS THAN 95% OF AASHTO T -180.
8.
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.
9.
SEPARATE SLAB ON FILL FROM WALL, COLUMNS AND OTHER ITEMS PENETRATING SLAB, WITH
1/2" PRE — MOULDED JOINT FILLER MATERIAL FOR FULL THICKNESS OF SLAB CONCRETE, ASTM
D -1752 TYPE 1, EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS.
10.
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.
11.
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.
PERMIT SET
12.
ALL MASONRY WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL BE IN PLACE PRIOR TO
ERECTING WOOD TRUSSES
13.
SUPERIMPOSED LOADS:
1. DEAD LOADS: SECOND FLOOR.. = 25 P.S.F.
2. LIVE LOAD: ROOF .................. = 30 P.S.F.
SECOND FLR..... = 100 P.S.F.
project name
STAIR .................. = 100 P.S.F.
Existing Building
Renovation for:
14.
COMPRESSIVE STRENGTH OF CONCRETE @ 28 DAYS 4000 P.S.I. U.O.N ON PLAN.
15.
CONCRETE SLUMP: 4" t 1" FOR FOOTINGS AND SLABS ON FILL. 4" f 1" FOR ALL
BEAMS, AND 9 t 1 FOR GROUTS IN MASONRY WALLS. MAKE SLUMP TESTS WHEN CYLINDERS
+
Continental
ARE MADE AND AT OTHER TIMES AS NECESSARY TO VERIFY SLUMP.
16.
WELDING:
Fidelity
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).
Corporation
17.
ALL FASTENERS AND HARDWARE EXPOSED TO WEATHER TO BE HOT DIPPED GALVANIZED.
18.
ALL INTERIOR STAIR, HANDRAILS, ETC SHALL BE DESIGNED do FABRICATED ACCORDING TO THE
5734 Sunset Drive
FLORIDA BLDG. CODE. SUBMIT ALL CALCULATIONS AND DRAWINGS SIGNED do SEALED BY A
South Miami, Florida
FLORIDA REGISTERED STRUCTURAL ENGINEER FOR REVIEW do COUNTY APPROVAL.
project number
19)
- DENOTES 142" WIDE RIB TYPE 1.5 VL18 METAL DECK BY VULCRAFT WITH 2 "
MIN. L.W. CONCRETE (110 PSF) F'c= 3000 Psi. REINF. CONCRETE SLAB
W/6X6 -W1.4 X W1.4 WWF. FOR FASTENER LAYOUT USE 36/4 PATTERN W/5/8"
PUDDLE WELDS AND SIDE LAP WELD.
date
20)
STRUCTURAL STEEL:
2/23/10
A. CONFORMING TO ASTM A -36. MIN FY =50 KSI FOR WIDE FLANG BEAM.
B. H.S. BOLTS CONFORMING TO ASTM A --325,
-
C. ALL ANCHOR BOLTS SHALL BE ASTM A -307, HOT -DIP GALVANIZED.
revision
D. PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT (MINIMUM 3 MIL. DRY FILM
THICKNESS.)
E. FABRICATION AND ERECTION ACCORDING TO AISC SPECS.
21) METAL DECK
1. METAL DECK SHALL CONFORM TO CURRENT AISC "SPECIFICATIONS FOR THE DESIGN OF LIGHT
GAUGE COLD FORMED STEEL STRUCTURAL MEMBERS ", AND SDI " DESIGN MANUAL FOR FLOOR
AND ROOF DECKS ".
.2.
OPENINGS IN DECK SHALL BE TREATED AS FOLLOWS:
A. FOR HOLES 6" OR LESS, PERPENDICULAR TO SPAN. NO REINFORCING REQUIRED.
drawn by
B. FOR HOLES OVER 6 ", BUT NOT MORE THAN 12" PROVIDE ONE 14 GUUGE REINFORCING
M.P.
PLATE 24 "x24" AND WELD IN PLACE
CITY OF SOUTH hIIIAC41
sheet title
BUILDING DEPT.
sTlucTURA����
FOUNDATION 8c
FIRST FLOOR PLAN
VPRf)VED Sy: _
-..�,.
THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW "ONL'Y.
THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS
UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED.
M. Hajjar & Associates Inc.
MOHAMMAD HAJJAR, P.E.
EB 8373 — PE 40187
45 Valencia Ave. Coral Gables, Florida 33134
Tel. (305)445 --2399 Fax. (305)445 -2219
SCALE: AS SHOWN
sheet number