11-481-019+S' -1' A.F.F.
SEE ARCH.
DWGS. (TYP.)
EXISTING ROOF STRUCTURE
TO REMAIN (SHORE UNTIL AFTER
NEW STL. BEAM IS INSTALLED)
NU -VUE NVRT -24 ANCHOR STRAP FULLY
WELDED TO STEEL TUBE (2 STRAPS PER
WOOD MEMBER) d NAILED TO WD. W/ MIN.
1-16d NAILS PER STRAP (TYPICAL).
ii
1/4 GOVT.
T.R. 3■ x6 e x14 ■ • _ EXISTING ROOF STRUCTURE
m TO REMAIN (SHORE UNTIL AFTER
—� NEW STL. BEAM IS INSTALLED)
4'x6'x51a "xO' -4' STL. ANGLE (L.L.V.)
ANCHORED TO EXIST. CONC. W/
1 -3/4'0 HILTI HAS SUPER ROD ANCHOR
(MIN. EMBED. IN SOLID CONC. = 65ie')
EXISTING 8' C.M.U. / T.B. TO BE REMOVED
(SHORE EXISTING ROOF STRUCTURE)
EXISTING CMU TO REMAIN
(TYPICAL)
4'
----- (t STL. ANGLE AND TUBE BM.
G.C. TO VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS.
2 SECTION
S.2 SCALE -0'
REMOVE EXISTING 8' CMU E TIE BEAM
INSTALL NEW STEEL SUPPORT STRUCTURE
(SEE SECTION FOR ADDITIONAL INFORMATION)
NEW T.R. 3"x6 "x'14'
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EXISTING CMU TO REMAIN
(TYPICAL)
DIMENSIONS SHALL BE FIELD VERIFIED
WORK ARFA NO. 5
SCALE: 1/4' = 1' -0'
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ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2001, THE AMERICAN CONCRETE
INSTITUTE AND ALL OTHER APPLICABLE CODES AND REGULATIONS.
ALL MANUFACTURERS OF REINFORCING AND STRUCTURAL STEEL, PRECAST CPREST,-4�E&.`"iED) -c r)mcR1 =T-1 =,
AND PREFABRICATED WOOD TRUSSES SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL
BEFORE FABRICATION. DIMENSIONS AND LENGTHS OF FABRICATED UNITS SHOWN ON SHOP DRAWINGS
ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ARE TO BE VERIFIED BASED ON
ACTUAL FIELD CONDITIONS. IN THE CASE OF REINFORCING BARS, STRICT ADHERENCE TO THE BAR
PLACING DIAGRAMS /LENGTHS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE FOLLOWED UNLESS
OTHERWISE SHOWN BY THE ENGINEER ON SUCH PLANS. GENERAL CONTRACTOR OR ARCHITECT MUST
MAKE ANY REVISIONS OR CORRECTIONS, IF ANY, ON SHOP DRAWINGS BEFORE SUBMITTING TO THE
ENGINEER FOR FINAL APPROVAL.
ALL CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM 28 -DAY COMPRESSIVE STRENGTHS UNLESS
OTHERWISE SHOWN ON THE STRUCTURAL PLANS:
PRECAST_ -- ......._- ..5,000 PSI
ALL OTHERS.. -. ...._......_......- - .3,000 PSI
SLUMP OF CONCRETE SHALL NOT EXCEED 5 INCHES (U.N.O.). A MINIMUM OF 5 CONCRETE SPECIMENS
SHALL BE OBTAINED FROM EACH 50 CUBIC YARDS OR FRACTION THEREOF AND SHALL BE TESTED
ACCORDING TO A.S.TM. C -39. USE REGULAR WEIGHT (145 PCF) FOR ALL STRUCTURAL MEMBERS. SIGNED
AND SEALED COPIES WITH THE RESULTS OF SUCH TESTS SHALL BE DELIVERED TO THE ENGINEER FOR
REVIEW. ALL ADMIXTURES SHALL BE APPROVED BY THE ENGINEER
REINFORCING STEEL SHALL BE CLEAN, DEFORMED BARS OF NEW BILLET STEEL, FREE FROM OIL, SCALE
AND RUST, AND CONFORMING WITH A.S.TM. A -615 GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH
A.S.TM. A -185.
ALL REINFORCING SHALL HAVE THE FOLLOWING MINIMUM CONCRETE COVERAGES:
FOOTINGS.,.. '
SLABS POURED ON GROUND---I-1/2'
1 -1/2'
STRUCTURAL SLAB POURED ON GROUND...... _.. -.3'
GRADE 5EAMS-.,_.,_..3'
BEAMS AND COLUMNS 1 -1/2"
SUSPENDED STRUCTURAL
EXTERIOR CANTILEVER SLA55-.1'
STRUCTURAL STEEL SHALL BE NEW CONFORMING WITH A.S.TM. A -36. WELDING ELECTRODES SHALL BE
TYPE E -IOXX.
STRUCTURAL STEEL COLUMNS SHALL COMPLY WITH A.S.TM. A -500 OR A.S.TM. A -501. ALL STEEL
COLUMNS SHALL BE FILLED WITH 3,000 PSI PEAROCK CONCRETE.
STRUCTURAL STEEL BOLTS SHALL CONFORM WITH A.S.TM. A -325.
EPDXY FOR SETTING REINFORCING STEEL DOWELS INTO NEW OR EXISTING CONCRETE OR MASONRY
SHALL BE NIT -HY 150 MAX AS FURNISHED BY HILTI. INSTALLATION SHALL BE AS PER MANUFACTURER'S
INDICATIONS.
ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE (NO. 2 OR BETTER) WITH THE FOLLOWING MINIMUM
STRENGTHS:
BENDING_....._... 1,500 PSI
TENSION PARALLEL TO GRAIN 25 PSI
SHEAR PARALLEL TO GRAIN _._ ............._.........90 PSI
COMPRESSION PERPEND. TO GRAIN_ _ _ .. 565 PSI
COMPRESSION PARALLEL TO GRAIN..._.... -1650 PSI
ELASTIC MODULUS 1000,000 PSI
ALL SLABS ON GRADE SHALL BE POURED OVER A .006 IN. VISQUEEN MEMBRANE ON CLEAN, WELL
COMPACTED INORGANIC FILL. COMPACTED SOIL SHALL ATTAIN A MINIMUM OF 95 % OF MAXIMUM DENSITY
FOR ALL LAYERS, AND VERIFIED BY FIELD DENSITY TESTS AS PER ASTM -D -1551.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND SHORING FOR
ALL STRUCTURAL MEMBERS, WALLS AND NON - STRUCTURAL MEMBERS DURING THE COURSE OF
CONSTRUCTION.
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS. GENERAL CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND ACTUAL CONDITIONS EXISTING AT THE FIELD_ IF UNUSUAL OR
UNFORESEEN CONDITIONS ARE ENCOUNTERED NOTIFY ENGINEER BEFORE PROCEEDING WITH THE WORK.
SEE ARCH.
DWGS. (TYP.) �t OF MACH. BOLTS.
--
UNDERSIDE OF CONC. BM.
EXISTING ROOF STRUCTURE
(TO REMAIN)
d STEEL CHANNELS. 3i4'4 ASTM -A -30-1 MACHINE BOLTS
g 24' O.C. WITH NUT d WASHERS.
EXISTING GONG. TIE BEAM TO REMAIN (FIRST BOLT TO BE PLACED 2' MAX.
FROM CHANNEL ENDS - REMAINING
(SHORE AS REQUIRED UNTIL STEEL TO BE SPACED 24' O.C. THEREAFTER)
CHANNELS HAVE BEEN INSTALLED)
C8x115 STEEL CHANNEL
ON EA. SIDE OF EXISTING
TIE BEAM AS SHOWN
NOTE: ENGINEER SHALL BE
EXISTING 8' C.M.U. TO BE REMOVED GALLED TO INSPECT THE
(SHORE EXISTING GONG. TIE BEAM) COMPLETED CHANNEL
INSTALLATION BEFORE
REMOVAL OF SHORES.
CITY OF SOUTH I° A
BUILDING Epp
STePt:r�ff .,._
G.C. TO VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS.
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PROPOSED DAYCARE
AT EXIST. COMMERCIAL
BUILDING
SITE ADDRESS:
6333 S.W. 72 ST.
MIAMI, FLORIDA 331 --
TENANT:
TIMEVIEW
PRESCHOOL
Ph:(786) 274 -3668
AGUDELO
ARCHITECT P.A.
A. A.26002013
9885 N.W. 51 Terrace
Doral, Florida 33178
me #:
(786) 738 -8236
mail address:
Tnan0caudeloarchitect.ne
SEAL:
STATE OF FLORIDA
GERMAN A. AGUDELO
ARCHITECT FOR THE FIRM
LICENSE # AR- 0091594
s -
4 ..
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I ORENZO SOTO F'.E_
ENGINEER
3 S:I.U. 100TH GOURT
H .® :.g� Ww... MIAMI, EL 33165
' EL/1 =�4X (305) 22QJ - (o ro 92