11-831-011a
5ECTION A
SCALE: 11411 =1' -0" Rl
pff%
SNORING
x
1 -6"
00 (OR EQ.)
)RES AT 100%
%S SHOWN ON
I
AS REQ'D. BY
,u
SECTION e
SCALE= 1/4 " =I' -0" Ri
NOTE: RESHORE CONDITIONS AND
EQUIPMENT VARY. READ ALL THE
NOTES CAREFULLY.
ME
SHORMG
;S
-611
,00 (OR EQ )
)RES AT 100%
�S SHOWN ON
l
AS REQ'D. BY
V
NOTE:
WHERE PRIMARY SHORE POSTS
LAND WITHIN 12" OF EACH OTHEF
THE CONTR. MAY USE (1) RESHOF
POST LOCATED BETWEEN THE TI
SEE SNORING PLAN BY OTHERS
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R
SECTION c
WALE- 114"=V-0"
t
t
t
I
MY SHORING
THEIRS
i
+29' -6"
20 -500 (OR EQJ
SHORES AT 100%
PT AS SHOWN ON
"LAN
w
0
20 -500 (OR EQ)
SHORES AT 1009
:PT AS SHOWN ON
"LAN
ILLS AS REQ'D. BY
R.
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F
P
HIGH ROOF POUR RESHORE CHECK:
150 PCF X 916'1' + 1315 PSF (CONC. DL)
+ 50 PSF (CONSTR. LL)
+ 10 PSF (FORMS)
1915 PSF (TOTAL) POUR DAY LOAD
+ (2) SLA5SS CONE LVL OF RESHORE)
98.15 PSF / FLOOR (PER ACI 341)
>90 PSF (LL + SOL) ALLOWED -
RESHORE TO GROUND - SEE
RESHORE ANALYSIS ASSUMPTION
NOTE 04.
THIS SHORE / RESHORE DRAWING IS BASED ON
STRUCTURAL DRAWINGS DATED 12 -3-10
IT IS THE CONTRACTORS RESPONSIBILITY
TO REVIEW THIS DRAWING WITH THE FINAL
C4)NST?CTI0N DOCUMENTS AND CONTACT
DARSCO ENGINEERING, LLC.
IF DISCREPANCIES ARE FOUND PRIOR TO
COMMENCEMENT OF WORK
Q SAMUEL A. GREENBERS, P.E. 034245
4
D, IRWIN J. BENSON, P.E. 049156
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6n
Q ANiDRE,U D. HAROLD, P.E. X06 -t15
RESHORING ANALYSIS ASSUMPTION NOTES
3:
1)
THE STRUCTURAL FLOOR SLAB BELOW THE FLOOR BEING PLACED MI'PT -PE ALL.OK-D- TO- DEFLECTAN ----
�
ORDER TO SUPPORT IT'S OMAN DEAD WEIGHT. THEREFORE, THE FLC7R BELOW THE POC7 MUr? BE - �
,►
STRIPPED AND RESHORED PRIOR TO SUBSEQUENT SLAB POURS.
ENGINEERING, LLC
P.O. BOX 3400 - APOLLO BEACH - FLORIDA - 33512
2)
FORMWORK MUST BE STRIPPED IN LARGE AREAS (SEVERAL BAYS A" - — IME) ^TO- iLl�.(4 THE FMM4
PHONE - (813) 645 0166 PAX - (813) 645 9698
SLABS AND BEAMS TO DEFLECT EQUALLY AND SUPPORT THEIR OWN DEAD WEIGHT
CA 25948
3)
RESHORES TRANSMIT NO SIGNIFICANT LOADS BETWEEN FLOORS PRIOR TO CONCRETE POUR.
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4)
THE LIVE LOAD CAPACITY OF EACH FLOOR IS NOT UTILIZED WHEN RESHORED TO THE GROUND. THE
`
RESHORES ARE ASSUMED TO TRANSMIT ALL LOADS DIRECTLY TO THE GROUND.
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5)
EACH FLOOR IS STRUCTURALLY CAPABLE OF TRANSMITTING POINT LOADS ( RESHORES) TO THE
SCALE NOTED
SUPPORTING BEAMS AND COLUMNS.
DRAWN PER
6)
THE PRIMARY (ACTIVE) SHORING SYSTEM IS PARTIALLY RESTRAINED BY PREVIOUSLY PLACED AND
DATE 1 -15 -11
MIAMI, FL.
STRIPPED STRUCTURAL COLUMNS AND /OR WALLS _
� 4.1l.iE �`
R ft /
7)
THIS RESHORING IS DESIGNED TO CARRY: THE DEAD LOAD OF THE WET CONCRETE,
°,
PLUS 50 PSF CONSTRUCTION LIVE LOAD (ON THE WET DECK ONLY) AND 10 PSF FORMWORK DEAD LOAD,
F t
AND WTHIWG ELSE INCLUDING THE STOCKING OF MATERIAL ON ANY SLAB
310604 -R3
ENGAGED BY THE SHORING, U.N.O.
GENERAL NOTES
1)
RESHORE CUPS OR PLYWOOD SPRINGBOARDS, OR LACING SHALL BE USED ON ALL POST RESHORES ABOVE
GROUND LEVEL TO PREVENT LOOSENING FROM CHANGING CONSTRUCTION LOADS ABOVE.
2)
DURING THE STRIPPING PROCESS, SLABS AND BEAMS SHALL NOT BE LEFT UNRESHORED OVERNIGHT.
3)
NO AREA IS TO BE POURED UNTIL ALL RESHORES ARE IN PLACE DIRECTLY BELOW THE AREA.
4)
POST RESHORES ABOVE GROUND LEVEL ALONG THE PERIMETER OF THE BUILDING ARE TO BE LACED TO
ADJACENT RESHORES (1 ROW PARALLEL TO SLAB EDGE — MINIMUM) TO PREVENT THEIR FALLING OUT
OF THE BUILDING FROM INADVERTENT CONTACT OR CHANGING LOADS ABOVE.
5)
CONTRACTOR MALL UTILIZE STEEL OR ALUMINUM POST SHORES THAT CAN SUPPORT
7,500 LBS. AT THE REVD. EXTENSION UNDER STEEL SHORE FRAMES AND 12,000 LOS.
AT THE REO'D. EXTENSION UNDER TRUSS TABLE LEGS (WHERE APPLICABLE) ACC( RIMNG
TO THE MANUFACTURERS SPECIFICATIONS.
6)
ALL WOOD SHALL BE #2 SO. YELLOW PINE OR BETTER MATH AN Fb OF AT LEAST 1450 PSI.
LUMBER SHALL BE IN GOOD CONDITION WITH NO LOOSE KNOTS AND HAVE AT LEAST 85% OF
ITS NET CROSS SECTION AT ANY POINT ALONG THE MEMBER. SHAKES, CHECKS, AND SPLITS
SHALL CONFORM TO VISUAL GRADING REQUIREMENTS OF THE SOUTHERN PINE INSPECTION
BUREAU GRADING R I F , SECTION 300, 2002 EDITION.
7)
MUDSILL DESIGN BY OTHERS U.N.O. MUDSILLS ARE NOT REQUIRED IF SLAB ON GRADE HAS BEEN PLACED
PRIOR TO ERECTING THE RESHORES.
8)
ALL RESHORE EQUIPMENT MUST BE IN GOOD CONDITION, FREE OF DELETERIOUS RUST,
DENTS. BROKEN WELDS, OR OTHER MAJOR DEFECTS.
9)
CONTRACTOR TO VERIFY THAT SHORE FRAMES CAN SUPPORT A MINIMUM OF 10,000 LEIS PER LEG.
10)
CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD.
11)
POST SHORES MUST BE VISIBLY PLUMB. "
12)
THIS SHORING IS DESIGNED FOR USE MATH PER[ FORMWORK INC. EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE
FOR FOLLOWING SUPPLIERS' RECOMMENDATIONS FOR SAFETY, ERECTION, AND STRIPPING OF THEIR SHORING
EQUIPMENT AND FOR VERIFYING THE EQUIPMENT LOAD CAPACITIES.
13)
THE CONTRACTOR SHALL CONSULT DANSCO ENGINEERING, LLC PRIOR TO USING MOTORIZED FORM HANDLING
OR FINISHING EQUIPMENT SUCH AS FORKLIFTS AND RIDING TROWELS.
14)
SHORING LEFT IN PLACE AS RESHORES MUST HAVE ALL THE TOP SCREWS OR JACKS RELEASED.
THEN, AFTER RELEASING ALL THE TOP SCREWS AND JACKS, RE— TIGHTEN ALL THE SHORING TO .
THE SLAB OR BEAM SOFFITS PRIOR TO PLACING THE LEVEL ABOVE.
15)
THE CONTRACTOR SHALL CHECK THE SPECIFICATIONS AND VERIFY THAT KQ LIVE LOAD REDUCTIONS HAVE
BEEN TAKEN PRIOR TO USING THIS RESHORING AS DESIGNED.
16)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH OSHA REQUIREMENTS
REGARDING FALL PROTECTION DURING ERECTION, USE. AND DISMANTLING OF THE SHORING
EQUIPMENT AND FORMWORK SHOWN IN THESE DRAWINGS.
HIGH ROOF POUR RESHORE CHECK:
150 PCF X 916'1' + 1315 PSF (CONC. DL)
+ 50 PSF (CONSTR. LL)
+ 10 PSF (FORMS)
1915 PSF (TOTAL) POUR DAY LOAD
+ (2) SLA5SS CONE LVL OF RESHORE)
98.15 PSF / FLOOR (PER ACI 341)
>90 PSF (LL + SOL) ALLOWED -
RESHORE TO GROUND - SEE
RESHORE ANALYSIS ASSUMPTION
NOTE 04.
THIS SHORE / RESHORE DRAWING IS BASED ON
STRUCTURAL DRAWINGS DATED 12 -3-10
IT IS THE CONTRACTORS RESPONSIBILITY
TO REVIEW THIS DRAWING WITH THE FINAL
C4)NST?CTI0N DOCUMENTS AND CONTACT
DARSCO ENGINEERING, LLC.
IF DISCREPANCIES ARE FOUND PRIOR TO
COMMENCEMENT OF WORK
+k; %
'T► s
Q SAMUEL A. GREENBERS, P.E. 034245
4
D, IRWIN J. BENSON, P.E. 049156
,°yyy4
6n
Q ANiDRE,U D. HAROLD, P.E. X06 -t15
THUY HUYN-I, P.E. %0122
D ANSCO
ENGINEERING, LLC
P.O. BOX 3400 - APOLLO BEACH - FLORIDA - 33512
PHONE - (813) 645 0166 PAX - (813) 645 9698
CA 25948
rnl Tiff$ DRAW= AND DESIGNS AM THE XW PROPERTY OF DW= DMOM L1.0 M THE
V CUNT ON THIS PRUCT. ANY REPRODUCTION OR tNAUM OFM USE IS PRONBTED. - 1011
`
SOUTH MIAMI HOSPITAL EXPANSION
co
SCALE NOTED
DRAWN PER
.•L�
DATE 1 -15 -11
MIAMI, FL.
� 4.1l.iE �`
R ft /
RESHORE SECTIONS
°,
F t
BUILDECON
310604 -R3
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'T► s
4
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6n
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