GP oa
isi a" iI"
NO STORASE/LIVE LOADING
BUILDING G: FOUNDATION UPGRADE PLAN
SCALE: Syaz" = Ia"
ELE CAP AY
PHS S-2
TOP OF EX
eee vas
ai
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BX RUGS PRAMIRS
TOP oF EX
FINISH FLOOR 4
EEX Stic PLicast
PRAMNG
{ER BUILDING COLUM
EX PILE GAM ENC ASED
fH CORCHRETE MASS
HEN PILE CAP 4
BRACING
“EX PILE TO REMAIN INSTALLATION OF Rin
HEH MICROPILES, PER PILE GAP, DO NOT
PILE CONTRACTOR, TYP OVER EXSAVATE, TYP
COLUMN UPGRADE SCHEMATIC ELEVATION
SCALE: V4" = Io"
(0 STABILIZE EX BILPING FOUN ATIONS, SHE PILE CAP iS' PLAN ON pris So ANZ
DETAIL A/S-2 FOR FOUNCATICN UNDPERFINNINS,
2. INSTALL NIDN PILE GAP ¢ PILE GAP STEEL BRACING AS PIR, COHSTRUGTION
PRAISES.
3. SHeRG EX STEML COLUMNS IN ACCORDANCE JUTH BHORINS RISCOMMERPATICNS,
Boris Buen IS yanks THE RerceBLItY oF OF THE Got
TRACT
SHALL BE SUBMITTED To
EReheER oF RECORD FOR REVIEN ©
4, RELEASE ESTING STEEL COLUMN CONCRETE MASS/PILE GAP BY
CUTTING EXISTING COLLIN ABE uate CONGRET! MASS AS PIR DETAIL
5. INSTALL NIN BASE PLATE To RELEASED STEBL COLUMH AND AKcHom To 1x
CONCRETE MASS AS PER. STALL cree.
6. REMOVE SHORINS TO RETURN BUILDING COLUMN TO SERVICE.
Il. PROVIDE SHORING TO ACH EUILGINS COLUMN TO RECEIVE UPSRADES (4
TOTAL. GRTENT OF SHORING 13 To REMOVE LOADIHS PROM BVILGIKS COLUMN
RHILE LATERALLY BRACING BUILDING COLUMN AT APPROXIMATELY FINIEH
LEVEL. BRACING GF COLUMN AT FINISH FLOSR LEVEL WILL ALLOA Fi
ERAL MOVEMENT AT BOTTGM GF CCLUMN UPON BEING 'RELE F
CCKGRETE MASS BT MEANS GH CUTTING. ANTICIPATED LATERAL MovEMENT AT
BOTTOM OF GGLUMN IS RUE TO NATURAL GOLUMN STRAIGHTENING UPGN BEING
ar GONGRETE ARD |S ANTICIPATED TO BE ON THE OROER GF I" IN
EITHER LATERAL DIREGTION. SHORING GAM BE AcHIEVEG ar BITHER OF THE
POLLOWING METHODS)
A) PROVIPE SHORING To ALL STEEL FRAMING THAT TIES IKTO BUILDINGS
COLUMH TO RECEIVE UPGRADES. SHORING GF STEEL FRAMING IS Ta
IROLUCE FRAMING AT BOTH FINISH PLOOR Ate ROOP LEVEL FRAMING.
8) PROVICE SHORING To BVILDING COLUM To RECEIVE UPSRADE AT
APPROXUIMATELT GReui LEVEL,
3, SHORING SHALL, Bil DESIGKED TO SUSPORT A VERTICAL LOAD Of 15 Kia Aner
A LATERAL LOAG OF 2 KIPS, ALL Ripci? ¢ GRQuNt LEVEL PRAMING SHAL.
HAVE A © PSE LIVISHCN LOAPING DURING TIMES Of SHRIKE,
8 PRELOAD SHOKIKS AS Te REMOVE EXISTING LOADIKG PROM BIKLGIKS COLUMN
Te RECEIVE LPoRADES,
+, SHORING SHALL REMAIN IN PLACE UNTIL ALL UPGRADES pSOe ATED oa with
BOILDING COLUM, AG STATED IN THISE GORSTRUEGTION DOCUMENTS, ARI
SUIROLRNT AL, MONITOSINS NTRS.
i GONTRACTOR SHALL ENGAGE A QUALIFIED EXVIRGHMENTAL ENSINEERY
CONSULTANT TO PROYVICE EXVIRGHMENTAL GOKEULTING AND ASEESTOS
MANAGEMENT SERVICES DURING INSTALLATION OF MICROPILES AND
EXCAVATICH FOR MEW PILE CAPS. WILCOX ¢ BARTON, INC. HAS EXPERIENCE AT
THIS SITE ANG HAS PERFORMED A SIMILAR, ROLE OH PREVIOUS PROECTS AT
KESSTER SQUARE
2. WORKER EXPOSURE AND AMBIENT AIR MONITORING SHALL BE PERFORMED.
3. THIS PROECT INCLUDES FELDINS, TEST eae, « MOHITCR METHANE GAS LEVELS
PRIOR. TO AND DURING KELDING OFERATI
Buildings
Group
MORRIS & RITCHIE
ASSOCIATES, INC.
Arciteets, Engincers, Planners,
Sunveyors, and Landscape Architects
F220-C East Joppa Rost
Sulte 505
Towioe, Maryland 21236
410-821-1690
410-821-1743 Fax
Onrier/Developer
Kimeo Webster Square, LLC
3333 New Hyde Park Rd, Suite 109
New Hye Park, NY 11042
Webster Square
Building G Upgrades
Nashua, New Hampshire
226 Daniel Webster Highway
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© CONTENTS COPYRIGHT HH?
MORRIS AND RITCHIE ASSPC., INC.
ISSUED FOR PERMIT] 1208/17
NO, REVISION DATE
FILE Ravi FISSUED
1768711] DS | TV20/47
SHEET THLE
Foundation Plan &
Uprgrade Schematic
SHEET NUMBSER
S-1
Construction
Documents
Vilhg_ PROJECTS \17600-17699\17697 - Wabstar Squera\i 7637.11 - Webster Square Building G Structurat
1252017
