01-0701-001 41'-0"
STRUCTURAL NOTES
g" 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING
' CODE DADE CNTY.1994 EDITION (96 REVISION) CHAPTERS 23 THRU 29 AND
ALL RELATED SECTIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATE ALL OPENINGS,
CHASES, SLEEVES, ITEMS TO BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL
TC1 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.
00 4. EXCEPT WHERE OTHERWISE DIMENSIONED, ALL HOOKS ON REBARS SHALL BE BLITSTEIN
F2 STANDARD ACI 318-95 HOOKS.
f"':•::•:::•::•:;:: ...
F "' ..` i - 5. REBARS: NEW ASTM A-615 GRADE 60. FABRICATE "AND DETAIL IN
F:;:':.'•::::':::: :: • ::.*.:::: ::: :i ACCORDANCE WITH ACI-315. HORIZONTAL JOINT REINF.: DUR—O—WALL LADUR DESIGN
•.. ..`'::''.... TYPE 9-5, LOX—ALL #9 STD. OR APPROVED EQUAL WITH "T" & "L" FOR INTER-
-::::::I
COL. TO REMAIN : �
SECTIONS AND CORNERS. ASSOCIATES
' 0 6. CONCRETE COVER OVER THE
REBARS SHALL BE AS DETAILED IN THE DRAWINGS.
o WHERE COVER IS NOT DIMENSIONED, USE THE SAME COVER AS DIMENSIONED
' N FOR SIMILAR ITEMS. WHERE THERE ARE NO SIMILAR ITEMS, USE THE FOLLOWING: A r c h i t e c t u r e
3" FOR BOTTOM AND ENDS OF FOOTING; 1 1/2" FOR TIES OR STIRRUPS ON Interior Design
COLUMNS AND BEAMS (2" OVER MAIN REINFORCING); 2" FOR FORMED CONCRETE 285 S e v i I i a Avenue
IN CONTACT WITH THE GROUND; SLABS = 3/4" FOR INTERIOR EXPOSURE AND
REMOVE T. FOOTING 1 1/2" FOR EXPOSURE TO WEATHER. Coral Gables, Fl 33134
F_ 4'-0" 24'-0" 12'-4" 7. WELDED WIRE FABRIC TO CONFORM TO ASTM A-185 SUPPORTED AT A MINIMUM /305 444- 4433
OF 36" 0/C EACH WAY: LAP FABRIC A MINIMUM OF 6" AT THE SIDES.
® I REMOVE EXIST. FOOTING /
" ` I 8. FILL AND BACK—FILL SHALL BE PLACED IN LAXERS NOT GREATER THAN 12"
L t,,,,:;,,"„"::,�,,,,::,�,�: EXIST. COL. LOOSE THICKNESS MEASURE & COMPACTED TO NOT LESS THAN 959 OF AASHTO
— — ::':i. ....;�"•:..::::;.:::: is 7 TO REMAIN T 180.
.::.T:.:•.:.....•
EWF
...... . .......... .. ..........
EWF
9. N/A
....... ......................... :..*.,.,.""*"**.*.,...........*.*.......,.,.*.,.* --t7
10. BLOCKS IN WALLS AND FOUNDATIONS SHALL BE ACCORDING TO ASTM C90, TYPE
I G — — "
GRADE N 1 WITH MINIMUM MU FACE SHELL THICKNESS E CK ESS F 1 1 4 . MINIMUM
IMUM
i`}r....................
COMPRESSIVE STRENGTH SHALL BE 1 500 P.S.I.
�1 A J J A R
'� '— '� ��•��•�•'—�� •`'`•�'�� 11. COMPRESSIVE STRENGTH FOR CONCRETE —....................
F1 XIST. COL. TO BED F1 F1 EXIST. COL. TO BE SHALL BE f c-3000 PSI ® 28 DAYS S O EM 8313
REMOVED I O REMOVED 12. ALL STEEL COLUMNS ON CON CRETE SHALL BE ERECTED WITH BASE PLATES AND S
c Q
LEVELLING NUTS ON THE ANCHOR BOLTS AT THE BASE OF THE COLUMN. AFTER J
THE COLUMN IS PLUMBED, BROUGHT TO THE PROPER ELEVATION AND SECURED
10'-4 1/2" 14'-8 1/2" 13'-6" IN POSITION THE SPACE BETWEEN THE BASE PLATE AND CONCRETE SHALL BE 0
PACKED WITH NON—SHRINK GROUT. THE USE OF LEVELING PLATES IS PERMITTED.
13. STRUCTURAL STEEL:
1 A. CONFORMING TO ASTM A-36. PIPE COL. TO ASTM A501.STRUCT'L TUBING A-46
B. H.S. BOLTS CONFORMING TO ASTM A-325, FRICTION TYPE CONNECTIONS.
S1 S1 C. ALL ANCHOR BOLTS SHALL BE ASTM A-307, HOT—DIP GALVANIZED.
r— — — D. PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT (MINIMUM 3 MIL. A
DRY FILM THICKNESS.)
E. FABRICATION AND ERECTION ACCORDING TO AISC SPECS. T
F. USE STANDARD 2 ANGLE STEEL BEAM TO COL. CONNECTIONS W/3/4" d. • 2750 fto&W
A325 BOLTS DESIGNED FOR MAX. END REACTION FOR BEAM LENGTH E • M200
• 33133
14. WELDING: S Tel 30 99
• NOTE: ALL NEW CONCRETE FOOTINGS AND STEEL COLUMNS A. ALL WELDING IS TO BE PERFORMED BY CURRENT CERTIFIED WELDERS. • fa305A&M9
B. ELECTRODES TO BE E-70 SERIES, LOW HYDROGEN (STORED ACCORDING
SHALL BE INSTALLED AFTER EXIST'G ROOF STRUCTURE TO A.W.S. REQUIREMENTS). INC
IS FULLY SHORED. GC TO PROVIDE PROPER SHORING DURING
CONSTRUCTION. GC TO SUBMIT SHORING SHOP DRAWINGS FOR
A/E AND CITY OF SOUTH MIAMI REVIEW AND APPROVAL
EXIST. COL. TO REMAIN
project name
F_ EXIST. COL. TO REMAIN (— — —
® I I ® I
FOOTING SCHEDULE
F_ — - -1 L — — MARK SIZE DEPTH REINFORCEMENT bellezza
TOP & B❑TT. S.W. ❑P & B❑TT. L.W. REMARKS
® F1 5'-0"X5'-0" 36" 6#6 6#6 Spa Salon -Boutique
II
L — —
0 4'-0"X4'-0" 24" 5#5 5#5
7245 SW 57 CT
Miami, FL
project number
date
7/7/01
revision
C1 NEW COL.
I
NEW CONC. SLAB —
SECONDARY POUR 3/16"
EXISTING CON. SLAB
( I
FOUNDATION PLAN TO REMAIN
N II
FOUNDATION NOTES: SCALE: 1/4"=1'-0" L
. .......... .
a ° drawn by
Q ° a
1 ) SOIL STATEMENT: 12,. 2" ° ° /16 I 1 �I I I� �I ° ° ° I I� �I I I� �I B.R.
THE SOIL AT THIS SITE IS SAND & ROCK 4) ° —
EXISTING CMU WALL TO BE REMOVE A307 HEADED A.D
ADEQUATE TO SUPPORT THE DESIGN 8' s" a a a ° sheet title
LOAD OF 2000 PSF. EXISTING CMU WALL. TO REMAIN o ° ° ° II-1
AFTER EXCAVATION, A SIGNED & SEALED 5) ® 2 $" I11 ° -1I1=
LE WILL BE SUBMITTED BY THE 8" .�►-� DEMOLITION PLAN
' I I—I I I-1
THE ENGINEER ATTESTING 6) ® EXISTING COLS. TO REMOVE =IIII ° a =1II= AND NEW
THAT THE SITE HAS BEEN OBSERVED AND TC- 1 �� FOUNDATION PLAN
BASE PLATE CAP PLATE II—III—III— II—III—I
THE FOUNDATION CONDITIONS ARE SIMILAR 7 ® EXISTING COLS. TO REMAIN VERT.: 4 # 5 3/4"X12"X1'-0" 5/8"x8"x0'-8" F i�_�i�_�i _� �_�i
TO THOSE UPON WHICH THE DESIGN IS ) TIES: # 3 ® 8°o/c W/ 4-3/4"DIA. ANCHOR BOLTS W/ 4-5/8"DIA. A35 BOLTS SEE FTG. SHEDULE
BASED ON.
x12 MIN ENBEDEMENT
8) r""'`"..''"..: NEW CONC. FOOTING C- 1 �
�.
. . A S SHOWN
2) THE TOP OF ALL CONCRETE FTGS. IS @0'-0" TS 4x4x1/2" ` Q- ~4
CONC. FILLED number
t 3) PLACE ALL CONCRETE SLABS OVER 8 MIL VAPOR
BARRIER OVER TERMITE TREATED, CLEAN rA COLUMN DETAIL 2 SECTION
i
& WELL COMPACTED FILL. S- 1 NTS S- 1 3/4" = 1 '-
Q
o S 1