14a
Weft
p—ISSTALL HEA CONCRETE BEAMS @
MIGREPILES. BEAMS SHALL BE
INSTALLED TISHT TO UNDERSIDE OF
BX CONCRETE FAD
SOMOLISH £ REMOWE EX 5 -d'.6'-o"
CGHLRETE PAD, OBSERVED To BE
SETTUNG (THICKNESS TO BE FIELT
CONFIRMED), @ INSTALL REA B* THICK
x S'" x #8" CONCRETE PAP (TO
MATCH EXTENTS of EX PAD
REPAIR EX PHL Pon CRACK PSING
Epoxy ALL THER
STAIR REPAIRS ARE
€ MICROPILEYS}
GRADE BEAM
=x
fo SHORE EX STEEL COLUMN AT CONCRETE PAD AS TO REMOVE
EX CONCRETE PAD. SHORIKS DESIGN IS ULTIMATELY THE RESPONSIBILITY OF
LOADING FROM
CONTRACTOR, STAMPED & SEALED FMSIMEREED SHORING DESIGN SHALL DE
SUBMITTED TO ENSINEER OF RECORD FOR REVIEM # APPROWAL.
4. RELEASE’ EXISTING STEEL COLUMN PROM EX BASE f AS POR BASE IP DETAIL AVE-5.
RAISE COLUMN APPROX I"t AS TO STRAIGHTEN STAIRCASE STEEL FRAMING,
5. DEMOLISH EX EXTERIGR COMCRETE PAD, INCLUDING EX COLUMN ANCHOR Bn1.75, AG
TO ALLGA IRSTALLATION OF NOW GRADE BEAM £ CONCRETE PAD.
6. IMSTALL MEA MICROPILES, GRADE BEAMS, ¢ CONCRETE PAD AS PER CONSTRUCTION
BRAAINGSS,
7 REINSTALL EX CGLUMN &§ BASE I TO KER CONCRETE AS PER DETAIL ASS.
8, REPAIR STEEL CONNECTION AT STAIR ROOF BRAM AS POR DETAIL BAS.
4. REMOVE SHORIKS.
lO. REPAIR. EX CRACKED PIER FDN JAITH EPOXY GROUT AS INGIGATED CN PLAN,
5° ADDL. CONCRETE Above
ENLARGED EXTERIOR STAIR REPAIR FRAMING PLAN
SCALE: V2" & It
bel
| Te OF KDA GRADE BDAM ELEVATION iS O41" BELO BOTTOM Of EK BASE
SHE SECTIONS FOR ADDL INFORMATION.
SCALE: Si" = fo"
SECTION AT "6B-|"
(2 SECTION AT "GB-I" ¢ "6B-2"
\s-5/ SCALE: "= 10"
BEAM Nema" ry *3 CLOSED ETIRRUPS . .
Sukh Oni WELDED WIRE of ot, FAL ; EX 12" THICK CONCRETE 4
| PABRIC (YAP) LENSTH GF BEAM FOURDATION WALL, :
EX HSS4x4 COLUMN te
sue BASE mam iid eR STEEL STAIR 1a IP x It i EX HSS4 COLUMN fs
INSTALL NEW. ila a? FRAMING PEER SRADE BEAM, SEE DASE PLATE
uaeeaoe a ° es concnere ae era 3 ;
i " e
3 ROLATION JOINT ila j GRADE BEA “GPa wl JP ISGLATION JOINT os
NEA 6" CONCRETE PAD tly : ed INE Sonbii fo WEL PED Bah Too ‘
(BEVEND) nf And ONG. pry po FABRIC WARE) Bate nao" .
FELDOO WRE PABRIC (KR) ik BOTTOM OF EX BASE | Barts sar 8
il: PS ELEY = OG" (REPT IOEALL NEA Hook Ba
iE Tor OF her T PAVEMENT , % 2
a LONE TO MATCH EX GRADE i ‘
[BARLELEY « -OUT ae f =
t = -
HTS . 4
Tor OF NON sRADE \ oa +} 4
See eee ty a
3 ™ x] BOAMS) ELEY = por 4 7 7 ea
{ : PAD ELEY a * ho _ ’
. (FIELD conten) " i | al. .
\ [3-46 TOP BARS . ‘ ‘ 2 * “
TOP OF MICROPILE, _f + * Hooks EA ENc, + Ls = =
eee es = ~ OTP Vag" PUDE « P-10" DEEP * =
> i rt- NE gy! "3 closer sTignues GRADE BEAM, “6B-l", 7 -
1 . . 2 8 06, FAL SEE SEGTION {/5-5 FOR : : oy
¥ LEMSTH OF BEAM REIKFORGING INFO i -: Dob a
4" WIDE x [ote 4 ' : ! N 5-46 BOTTOM BARS 2
*eB-" a | | ee ae ee ADDL §3 CLOSED STIRAUPS |.° | nie" HeOk EA END, TP
1 1 ' # 6" OS TO TE SLAB
| Ln | | we WIGRADE "63-2", | PS-stero-ene eer | (4) Ft DGRELS x 4'-0" PVHILTI HIT HY
tement — MICRO-PILE PER FULL LEXSTH OF BEAM ————4/ | PILE CONTRASTOR © | 300 ADHESIVE. PROVIDE 5
Bn AEYGNO, SOE EX CONCRETE
SECTION D/S-3 Fort Gu rae on CS | PRE CONTRACTOR CA o {INTO EX CONCRETE PARDATIGH MALL
REINFORINS INO: + pe = orf. a4 L. so"
o a
NON 6° CONCRETE PAD
& ‘6Be3" NEN &* concrete
EX 1D" THICK Bee eae BRACE
< a4Lerler La BEAM ‘6-2!
FOUNDATION FUALL *
me Nf LT LA 4
V8" WIDE 2 147 * \- °
DEEP GRADE BEAM, 4 : *
:
rn | 1 To et ee
< *,
sé. + San
wt wot “4 e os,
© ‘6n-2*
4) #7 DEVELS x 40" oy 4) x]
SAIL HIT Hy 2a c ee ee
AGHES! x,
e* EMBED IMT EX * . 7
CONCRE es 3g
FORGATION WALL ——] ' ] ok Le
* “
Pert
(3 \_DOWELS - "6B-2" TO EX FON WALL
\ss/ SCALE 4" = [oot
HOTE: GRADE BEAM REINTORGINS Hot SHOAN Flom CLARITY
EX HSSxd STAT “one
EX BASE Im
ETE
EX EXTERICR
CMU INALL
Ex ExTERh
cM
~\
STEEL ROOF BEAM
SGRMEGTION (ALKOVE) IN Linc
WEX HSS4x4 COLUMN NEEDS
REPAIR, SOG CATTAIL BYS-3 Pom
ADDL INFGRMATION
poREMOVe (4) WITS FROM BX
ANCHOR BOLTS aS TO
ah RELEASE! COLUM, AFTER
CONCRETE (3 (RSTALLED.
INSTALL (4) NO G'S (SALY}
HILT HAS RODS eVHILTI HYa0o
REA.
( ) BASE IR DETAIL
SCALE: NTS
EX ANCHOR BLT HAVE FAILED
DAE to EXGESSiVE BEAM ReTATION,
16 IN PLACE
EX STAIR ROOF
EX
REOF BEA dy
LOCATED GH DRANIKG 5-5
See
To? oF Ex Stra.
STAIR ROOF BEAN
AFTER EX STEEL IS RAISED INTO
i; PROPER POSITION, INSTALL (2) HEH
Ny NM THREADED ROS (SALW) WHILTI
HiT HY-10 ADHESIVE, 2" MiH EMBED,
MATCH EX BOLT HOLE LOCATIONS.
PROPOSED: SL EYATION VIEW
STAIR ROOF CONNECTION REPAIR
SCALE: NTS
Buildings
Group
MORRIS & RITCHIE
ASSOCIATES, INC.
Architects, Engineers, Planners,
Surveyors, ond Landicape Architects
1226-C East Joppa Reed
Suite 505
Towson, Maryland 26286
410-821-1690
410-921.1748 Fax
Quner/Develaper
Kimco Webster Square, LLC
3333 New Hyde Park Rd, Suite E00
New Hyde Park, NY 18042
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Tre
& CONTENTS COPYRIGHT 2817
MOWRS AND RITCHIE ASSGC., INC.
ISsuED FOR PERuT| 12/05/77
HO. REVISION BATE.
FRE DRAWN [SSUED
17637. DS | 11/21/17
SHEET THLE
Enlarged Stair
Repair Plan,
Sections, & Details
SHEET HUMBER
S-5
Construction
Documents
¥Abg_PROJECTS\17600-17699\17637 = Webster Squere\!7637.11 - Webster Square Building G Structure?
25/2017
