SIRIVRAL NoTES:
RULES cotrs
A ALL CONSTRUCTION
SHALL CONFORM At!
«© THE INTERNATIONAL BUILDING cone fite-noce) AND ALL APPLICABLE
SUPPLEMENTS.
+ MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCET-Os}.
BIN ADDITION, ALL CONSTREGTION SHALL CONFORM KITH THE GOVERNING LOCAL BUILDIKS
Desion Lea
A. THE MINIMUM DESIGN UNIFORMLY PISTRUBUTED LIVE LOADING FOR ALL REA FRAMING:
SHALL BE POLLO:
GROIN LEVEL FLOOR: loo PSF
ROOF 20 PSF
GOOUPARSY GATEGORT: Ir
G. SNGA LOAD DESISCH DATA,
a
Pp
&
GROUND SHON LOAD (Pg)e 60 Poe
FLAT ROGF SHOR LOADS (Pt}= 42 POF « DRIFT
EXPOSURE FACTOR (Caja ire]
IMPORTANCE FACTOR (= 2
THERMAL FASTOR (che oo
*PER GOWERNING BELDING CODE, LARSER OF THE ROG SNOM LOAD AND Roof
LIVE LOAD SHALL GOVERH FOR THE ROOF LOADS, ROOF LIVE AND SNOH LOADS
DO NOT AST SIMULTANESHSL YT
FOND LOAD DESIGN CRITERIA:
AXALTS!S PROCEDURE,
BASIC WIKD SPEED {V)«
EX®OSuRE CATEGORY « B
rR IMPORTANEE FASTOR (a he
= EXPOSURE COEFFICIENT (koe O26
Torcenamie. FACTOR (Kahle he
DIRECTIGNALITT FACTOR fKailw oLs
GUST EFFECT PAGTOR (G)" OPAb
ENCLOSURE CLASSIFICATION’
BUILDING FREIGHT ADUSTMENT PASTORe 1
ROO MET UPLIFT 5 PSF
CARTHQUAKE LOAD GESIGH CRITERIA:
SEISMIC IMPORTANCE FACTOR (i}= io
SPECTRAL RESPONSE ACCELERATIONS = 8S ORoF
Sin oot
SITE GLASS« Dp
SITE COEFFICIENTS For 1583
Fue 240
SPLCTRAL RESPONSE COPFTIGIENTS 5p5« @320
Sole Ob
SRSMIC DESIGN CATEGORY « B
BASIC SHISMIG FORSE RESISTING SYSTEM= MASONRY SHEAR WALL &
ORDINARY STEEL MOMENT FRAME
AMAL TEIS PROCEDURE# EQUIVALENT LATERAL PORCE
RESPCHEE MODIPIGATION CODPRICIENT (Roe 85
BASE SHEAR COEFFICIENT (Gata Ooss
EFFECTIVE STRUCTURE WEIGHT frie 4l2 IPS
DEMGN BASE SHAR (vJ= 265 KIPS.
THE CONTRASDTOR SHALL NOT STORE AHY GONSTRUGTICN MATERIALS O8 LEDERTAKE
AtY CONSTRUCTION GPERATION HIGH AILL EMCEE THE CESIGN LIVE LOADINSS NOTED.
Te CONTRACTOR |S SOLELY RESPONSIBLE FOR THE one INSTALLATION AND
OF TEMPORARY BRACING AXD CONSTRUCTION SUPPORTS FOR KOA AND
CxISTINS 2 STRUCTURES, AS REQUIRED TO COMPLETE oe PROIEGT. THE STADILITY OF
LeCRS AND
TO MAINTAIN. THE ao GF THE STRUCTURE AND TO SUPPORT CONSTRUCTION LOADS
DVRING CORSTRUSTICON. CONTRAG SHALL RETAIN STRUCTURAL ENGINEER LIGENSCID? IN
THE STATE IN PHIGH PROJEST IS LOGATED TO DESIGN TEMPORARY BRAGIKG
CORSTREGTION TS,
DESIGN GF ALL BRACING INCLUOING BRACING WHEN BACKFILLING SOILS PRIOR TO
PLACING FLOOR FRAMING AND/OR SLAB ON SRADE IS THE CONTRACTORS
RESPONSIBILITY.
BALDING STRUCT
A
ALL EXISTING PLANS, DETAILS, DIRINSIgtS, AND ELEVATIONS INDICATE EXISTING
GGONDITIGHS AS KNOIKH, THE EXISTING INFORMATIGH SHON IS MOT IRTEMCED To BH "AS.
BUILT" AND THE ACTUAL COROTRUGTION MAY DIFFER FROM THAT SHORE, THT
CONTRACTOR SHALL FIGLD VERRY ALL EXISTING CONDITIONS INSLUDINS DIMERSIONS
AND ELEVATIONS PRIOR To STARTING CONSTRUCTION MINGR VARIATICNS CAN BE
EXPEGTED AXD ANT REQUIRED DEVIATIGN FROM THE CONTRACT DOCUMENTS SHALL BE
APPROVED BY THE ENSIKEER PRIOR To PROCEEDING WITH CONSTRUCTION,
THE CONTRACTOR SHALL LOCATE ALL UTILITIES IM THE AREA OF CONSTRUGTION AND?
PREVEXT DAMASE TO SHALD DAMASE OCOUR TO ANY UTILITIES, THE
CONTRACTOR (5 REGUIBED TO REPAIK THY DAMASE To THE SATISFACTION OF THE
GAHER AT HIS CAM EXPENSE,
TRE CONTRACTOR SHALL PROVIDE ALL TEMPCRASY BSUACINS AKO SHOSUNS REQUIRED
To MAINTAIN THE STABILITY OF TE BXISTING STRUCTURE DURIKS CONSTRUCTICN. THE
DESIGN GF ALL TEMPORARY BRACING AHO SHORING IS THE CONTRACTORS
RESPONSIBILITY.
THE CONTRACTOR SHALL MONITOR THE EXIGTING STRUCTURE ING CONSTRUCTION.
IMMEDIATELY NOTIFY THE ENGINEER GP ARFAS EXHIBITING meres OR PAILURE.
THE CONTRASTOR SHALL FIELD VERIFY TRE SIZE AKD CONDITION OF ALL EXISTING
FRAMING. rte THE SIZE OR CONDITION OF THE Autanetoe FRAMING DIFFER FROM
THAT SHG GH THE CONTRAST DOCUMENTS, THE GOHTRACTOR SHALL IMMEDIATELY
KOTIFY THE ENSINEERL
DEMALITICN
A
THE CONTRAGTOR If PLY RESPONUIBLE FOR THE MEANS AND METHODS of
TEMOLITICN AKD THE INTEGRITY AND prep © oF THE Lreytiaa STRUCTURE PRINS
PEMOLITICH UNTIL THE WORK IS COMPLETED. PROVIDE
Sens. ooh REQUIRED LoCe LOCATIONS ARERE SASTNG coneTueron 7S REMAIN AILL Be
DEMoLITh
|. ALL EXISTING FRAMING IS INDICATED POR REPEREKSE ONLY AND IS To BE FIFLD
THE CONTRASTOR,
yRaree BY THE MERUPY THE PRACT EXTENT OF ITN AT THE
HeceSaary
DEM.
iM THE NAIR a AXD EXTENT Of DEMOLITION THAT WILL BE
Bre COMPARING THE CONTRACT DOCUMENTS RUTH THE EXISTING CONSTRUCTION,
THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR oon
(O PREVENT HAZARDS.
PROPERTY, AND THE SPREADING OF DUST AND GEBRUS,
BEMGLITION fe-otiTp}
~
DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOR DEBRIS TO DROP EXZEPT Pr
METHODS HICH ILL INURE INTEGRITY OF THE STRUCTURE.
DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON THE CONTRACT
» DO NOT DAMAGE, MAR, GUT OR DEPACE THE REMAINING STRUCTURE OR
MATERIALS Te BE REWSED,
THE CONTRACTOR SHALL INGLUGE IN HIS BID THE GOST of REMoViNe DEMOLISHED
parents EROM THE SITE IN AGCGROANCE FRITH ALL APPLICABLE LAS, CODES AND
Hee ee TINS CONCRETE SLABS OR WALLS AfE 70 B8 CREATED, THE
SHOP DRAKINGS FOR Al. STRUCTURAL ELEMENTS SHONM GN THE CONTRACT
Pontes Elaehces or
TURAL, Chin FicArion AND DESIGN GF THE PROJEGT. a shor
DRAAINGS SHALL IKDICATE ART DEVIATIONS GR GMISSICNS FROM THE
DOCUMENTS. GENERAL Tem SHALL REVIEN ALL SHOP DRANINGS: PRIOR Ta
SUOMISSICON AND MAKE ALL CORREGTIONS PEMID HICESSART.
THE CONTRACTOR SHALL CHECK ANO VERIFY ALL PIMENS!
TH! CONTRACT
DRANINGS BEFORE PROCEEDING WITH CONSTRUCTION, ALL SiscRorANS eS AK? GMISSICNS
SHALL BE BROUGHT TO THE ATTENTION OF THE ARH
THE CONTRACTOR SHALL HOT SUBMIT REPRODUCTIONS Git THE STRUICTRAL CONTRACT
DOCUMENTS AS SHOP DRANINESS.
SCALES SHOAN ON THE STRUCTURAL CONTRACT PRA KGS ARE FOR
GHLY, DIMENSIONAL INFORMATION SHALL NOT BE OBTAINED OY SCALING THE
APPLY DETAILS, SECTIONS AND NOTES ON THE DRAKINGS FHERE CONDITIONS ARE SIM AR
TO THOSE INDIOATED BY DETAIL, DETAIL TLE OR NOTE,
ASSME EQUAL SPACING BETAEEN ESTADLISHED DIMENSIONS, IF NOT INDICATED ON
DPRAAINGS.
CENTERLINES OF COLUMES AND FOUMATIONS COUNSIDE ITH GRUD LINE INTERSECTIONS,
UNLESS NOTED OTHERFUSE,
GCOHTERLINE OF GRADE BEAMS AND WALLS COINSIDE WITH CONTERLINES OF FOUMDATIONS,
UNLESS GTHERAISE NOTED.
CENTERLIMES OF FRAMING MEMBERS COINSICR WITH COLUMN CENTERLINES, UNLESS:
OTHIRVISE NOTED.
THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTICN LOADS Do NOT EXE THE
CAPACITY of THE STRUCTURE AT THE TIME THE LOAD iS APPLIED.
PRoOviPt NS AND PROTECTION FOR EXCAVATION BANGS AS KEGESSARY To PREVENT
ERVIN ARO COMPLY WITH ALL APPLICABLE Garin WARES AND REG ToksS.,
fa REQUIRED BY THE GOVERKING JAUSDICTION, THE OMHER SHALL EMPLOY A QUALIFIED
PORFORMZD THROUSHOUT THE ECT,
SEMISsION AK? APPROVAL CF THIS STATEMENT MUST BE COMPLETE PRIOR TO BEGINNING
GGHETRUCTICON.
«ALL waaetee AnD ae REPORTS SHALL BE SUBMITTED To THE
CONTRACTOR OF RESACNSIBILITY FOR SUPERVISION, TESTING AND INSPECTION
FOR GUALITY CONTROL OF THE Werix,
« THE OMNER'S REPRESENTATIVE WILL PROVIDE TESTINS AND INSPECTION REPORTS
TO THE LOSAL BUILDINS OFFICIAL KEN REGUESTED By THE LOSAL EXILDINS
COMPLETION OF THE PROGRAM FOR
STRUCTURAL TESTS AND INSPECTION TO THE BUILDING OFFICIAL AND TO THE
OFPERS REPRESCHTATIVE,
« TESTIRG AND INSPECTION Tene SHALL IMOIGATE THAT WORK INSPECTED WAS
OR WAS HOT COMPLETED IN CONFORMANCE TO THE APPROWED CONSTRUCTION
DOQUMENTS, PISGREPANCIES SHALL BE DROUSHT TO THE IMMEDIATE armeion
GP THE CONTRACTOR FOR CORRECTION. IP THEY ARE MOT
CCRRESTED,
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ALDINE OFFICIAL
FORK
AND THE SER PRIOR TO THE COMPLETION GF THAT PHASE OF
PILE PONDATIONS
>
ee RS SHALL Oe DESIG MICRO PILES AND SUBMIT SIGNED AND SEALED STRUCTURAL
THE GGMPLETE DESIGN GF EACH PILE TYPE FoR THE SOIL CONDITIONS:
THAT tora AT re. SITE. SUBMISSICH SHALL INCLUDE MINIMUM! ROUT DIAMETER AND
NATURAL SGILS. DESIGN SHALL BE IN ACGORDANGE AITH THE PROJECT
GEOTECHNICAL Reronr TO RESIST THE FOLLGHING LOADS.
VENTICAL LOAD
Poi bO Toe (6) eKIPS
Poa 192 TOK (c} eKirs
Poh 40 TOK (} SKIPS
(0) a COMPRESSION
ope ote AGT (IN ANT HORIZONTAL DIRECTION APPLIED AT THE TOP
oF THE
. ALL PILES SHALL BG MCR PILES HAVING THE VERTICAL AND LATERAL LOAD CARRYING
CAPACITIES INDICATED ABGYE,
» ALL PILES SHALL ren Allon eat i? THE APPROXIMATE EMBEDMENT PEPTH INTO NATURAL
SOILS AS DETERMI TGR TO ACHIEVE THE REQUIRED ALLOWABLE
TOADS USTED ABOVE. OT! APPRORMATE Gash aatr PEE | INDICATED SHALL BE USED
ea ERO, ORLY, MIROR ADLUSIMENTS CAN Bf EXFTCTED To Cora Tre REQARED
Gy
THE INSTALLATION OF ALL PILES SHALL BE DOHE IN ACCORDANCE WITH THE
GESTEGHHICAL REPORT AND UNDER THE DIRECTION Ait? SUPERVISION Gt a aLesTERED
GEOTECHNICAL ENGINEER IN THE STATE OF MEA HAMPSHIRE.
THE CONTRACTOR SHALL INSTALL ALL PILES IN SUCH A MANKERE
AS TO PREVENT
DISTORTION OR DAMASE TO PILES BEINS INSTALLED, PILES PREVIOUSLT INSTALLED. ot AMT
EXISTING STRUGTURES IM THE IMMEDIATE AREA.
THE CONTRACTOR SHALL PERFORM PILE LOAD TESTS IN ACCORDANCE FUTH ASTH OD {43
AND UNDER THE SUPERVISION OF A REGISTERED GEOVECHINCAL FNSIMEER, LOAD TEST
RON-PROGUCTIGN PILE TO FAILURE. ADDITIONAL LOAD TESTS MAY BE REI
nee IN THE CONTRACT OR AS REGURED BY THE GEQTECHMICAL
DNS IKEER,
DOCUMENTS
CR OMNER FOR REVIEN SY THE ENSINSER iF THE
DRAAI THE ENSIMEER WILL NOT BE
GENERAL IRPORMATION.
PRAATNSS,
GASTIN PLACE GONCREIE
A. ALL CONCRETE CORSTRIGTION SHALL GOHFORM TO THE "S2ECIFICATIONS For,
L
aA
STRUCTURAL CONCRETE FOR BUILDINGS (ASI BOL"; AND
REQUIREMENTS FOR REINFORGED CORCHETE (Ac! S15)".
TO THE “BVILDIRG CODE
») IN ADDITION TO THE ABOVE, ALL GOHGRETE WORK SHALL CONFORM To THE PoLLorike:
REGGMMENGED PRACTICE FOR HOT AEATHIR, GONCRETING {[Ac1 BCS),
RECOMMENDED ee ron GOLD REATHOR GONCRETING fact BOG)
RECGHMERDED FRAG CONCRETE PORMNORE [AC 347),
STANCARD SPROIMCATION T Ron TOLER ANE TOLERANCES FOR CONGRETE CONSTRUCTION AND
MATERIALS (AC! 1G}.
CHEMICAL ADMIXTURES FOR, CONCRETE (AG! 212.3),
STANDARD SPCCIPICATION POR CUUMG CORCRIETE (AC! 808.1),
ALL CONCRETE EXPOSED TO PUBLIC VIEA SHALL GOHFPORM To THE REQUIREMENTS FOR,
ARCHITECTURAL CONCRETE GONTAINED IN AS! Sot,
. ALL CONC! £5 NOTED OTHERS, SHALL BE STONE ASORESATE CONCRETE
ETE, ULES:
HAVING THE FOLLOFINS MINIMIM 25 Dat ¢ CoUPneaaivE
BEAMSPFILE CAPS 5000 FS} 45% 21%
ADMIATURES GONTAININS CALCIUM CHLORIDE SHALL BE PCRMITTOR. PUAXIMUM
AZOREGATE Blah SHALL BE Atm Manan SUMP BIALL PE 3 FOR SLABS CH
ETE SHALL GOMTAIN A WATER REDIC|KS ADMIXTURE PORTLALD
CEMENT SHALL COMTORD TO AST C100 AND HORMAL FEIBAT ACMEOATES ORAL
CONFORM ASTM 633,
ALL CONCRETE Mix DESIGNS, IRGLUDING CEMENT GONTENT, WATER COMENT RATIO, ane
AND COARSE ASSRESATE ALL ADMIXTLRES, ‘SHALL BE REVIERED
EXSIMEER PRIOR To PLACING FIRST GCHCRETE,
ALL CGRORETE SHALL BE SAMPLED AND TED BY THE TESTING AGENCY. THE
Snes SHALL NoTIEY THE TESTING Tener 4& HOURS PRIOR TO THE PLASING OF
ANY GGNGRETE, ACCORDANCE ITH ASTM C172. OBTAIN ONE
PREQUENS'
THAN THESE COMPRESSIVE-STRENSTH TESTS FOR BACH
BE COMACTED FROM AT LEAST THREE RANDOMLY
THE CONCRIETE STRUCTURE SHALL NOT SUPPORT THE DESIGN LIVE LOAD FOR A MINIMUM
OF 28 DATS AND ALL SHORING AND RE-SHORINS REGURED TO SUPPORT THE CONCRETE
STRUCTURE DURING CONSTRUCTION SHALL BE DESIONED AKG PROVIDED BY THE
CONTRACTOR, SHOP DRAHINGS, SGD AND SEALED DY A RESISTERED ENSINZER IN
THE STATE OF MARYLAND, SHALL BE SUEMITTED FOR REVIEN. SHOP DRAVINSS SHALL
IKCIOATE THE TYPE, EXTENT, SIZE, AND LOGATION GF ALL SHORING AND RE-SHORING AS
FELL AS THE SCQUERSE OF CONSTRUCTION
GROUND BLAST FURNACE SLAG MAY BE USED 70 REPLACE UP To SO PERGENT OF THE
PORTLANG CEMENT IH A GONSRETE MIX AND FLY ASH OR POZZOLAN MAT BE USED To
REPLACE VF TO 25 PERCENT OF PORTLAND CEMENT, SUBIRGT TO THE APPROWAL Of THE
STRUGTURAL ENGINEER AND SHALL CONFORM TO ASTH cae.
ALL REINFORCING BARS SHALL BE NEF BILLET STEEL COHTORMING TO ASTM AGIS
GRADE 60 (Fy = 60 £51).
LAP ALL REIKFORSING BARS A MINIMUM OF 48 BAR DIAMETERS Ax? ALL RUAF, A
MINIMUM Of TAG FULL GRIDS, UNLESS OTHERAISE INDICATED.
ALL REINFORCING SHALL BE DETAILED, FASRICATED AND PLACED IN ACCORDANCE JAITH
THE ORS 'MANJAL OF STANDARD PRACTICE", AGI S15" DETAILS AHO DETAILING OF
CONCRETE REIKFCRSEMENT’, AGI BP Gf “DETAILING MAHAL",
DOHELS SHALL MATCH SIZE AND SPAGING OF MAIN REINFORCEMENT, UNLESS Korth
OTHERAISE.
WHERE A 9O*, [35° OF IBO* HOOK IS GRAPHICALLY INDCATED, PROVIDE
CORRESPONDING AC) STANDARD HOOKS, UNLESS HOSTED OTHERAISE,
LESS HOTED OTHERAISE, TERMINATE BARS AT CISCOUTINJOUS ERDS nlTH STANDARD
HEOKS,
ALL STEEL CONSTRUCTION SHALL CONFORM To THE LATEST EDITION OF THE AIG STEEL
CONSTRUCTION MAWAL “SPECIFICATION FOR STRUCTURAL STEEL BYILOIKGS* (ANSIVADSC
360} AND THE AISG "GODE OF STANDARD PRAGTICE FOR STEEL BUILDINGS AND
BRIDGES",
B. ALL MIECELLANEOUS STEEL (ANSLES, CHANNELS, PLATES, AND BARS) SHALL, COMPO
ma om
HL
» ALL SHOP ARD SIELD hELDS
TO ASTM AS (Py = 36 651),
ALL HSS RGUND SHAPES SHALL COMPORM TO ASTM ARG, GRADE B (Fy # 42 KSY, ALL
Oe een Re OR REGTAREILAR, SHAPES SHALL GOHFOSM 72 ASTH ASGO, GRADE B fry =
46 KSI).
ANCHOR RODS SHALL USE ASTM FI5S4, GRADE 36 STT8L UNLESS OT eRAISE KDIGATED
ALL WELDED GOHMECTIONS SHALL OSE ETOXKX ELECTRODES,
ALL SUTS SHALL CONFORM TO ASTM ASSES. ALL WASHERS SHALL CONFORM To ASTM:
F436.
SHALL BS PERFORMED By CERTIFIED AND
CONFORM TO THE AMERICAN WELDING SOGIETT CODE FOR BUILDINGS ARG Dl, RELDS
SHALL DEVELOP THE FULL STRENGTH Of MATERIALS BEING WELDED UNLESS OTHERAISE
IKDICATED,
ALL EXPOSED STRUCTURAL STDEL SHALL CORPORM TO THE ABS "SPECIFICATION FOR:
ARCHITECTURALLY EXPOSED STRUCTURAL STEEL",
THE CONTRASTOR SHALL HOT SPLIGE OR GUT OPENINGS IX STERL MEMBERS Kot SHOWN
ON CONTRACT CRANINGS FITHOUT THE PERMISSION OF THE STRUCTURAL, ENSINEPR,
HEADED STUGS SHALL BE MAWUPACTURID OF COLD DRAWN STEEL CONT ORMING
ASTM AIGE AKO SHALL BE AUTOMATICALLY EXD WELDED PGTH SUITABLE STUD Pens
EQUIPMENT IM THE SHOP Of PIZLD.
AESISTAIY PRineoe AND SILL Be PoRrawee I SThiSy
ATIONS,, PRIMER SHALL
FREE, SoReAsPeat Ti, RUST-IKHIBITING PRIMER,
OR ASRADED OF SHOP PRIME GOAT SHALL
BE TOGCH-UP PAINTED WITH COMPATIBLE FICLI> PRIMER,
AtCIKDEPENDENT INSPECTION ee ec teire oe ik ce SYEEL ANG
YERIPY THAT IT COWPORMS TO THE REQUIREMENTS OF
PHASES OF STEEL CONSTRECTION AND KELDIKS,
GROOT FOR BASE AN? BOARING PLATES SHALL BE NON-SHRUME, MON-METALLIC SROCUT
CONPORMINS TO ASTM CHOT WITH MIM COMPRESSIVE STREMSTH OF 5600 PS! AT 25
BATS.
ANCHOR BOLTS SHALL BE TENS!GNED BY THE TURN-OP-MUT METHOD AFTER GROUTIKS OF
BASE PLATES,
THE CONTRACTOR SHALL SUBMIT SHOP DRAMNINGS INDIGATING THE SIZES, EXTENT, ARS
LOCATION OF ALL STRUCTURAL AMD AE MSceLLAoUS STCGL FRAMING PRCLUDING ALL
CONKECTIONS, PASTEMERS, AXP BARI
SHOW ALL GOPES, HOLES, CPERXINSS AND Mopileariots REQIRED IH STRUCTURAL
STEEL MEMBERS FOR ERECTION OR THE HORK OF OTHER TRADES ON THE SHOP
DRARIKSS FOR APPROVAL BY THE ARGHITECT AKD STRUCTURAL ENGINCER
a
5
THE ADHESIVE ANGHGTR SYSTEM USED FOR POST-INSTALLED ANCHORAGE TO CONCRETE
SHALL CONFORM TO THE REGWREMENTS OF THE MOST RECENTLY PUBLISHED AC| 555.4,
EXISTING FUHFORGING BARS ARG/OR POST-TENSICHING neg SHALL KOT SE
DAMASED DURING INSTALLATION OF THE ADHESIVE ANCHORS, THE CONTRACTOR SHALL
FIL? LOGATE ALL REIKPORCING BARS ANDGR TEMUONS IM THE VICANITY OF THE
AGHISIVEE ARCHORS Br MEARS Of ROH-TDESTRUCTIVE METHOIS (EPR, X-RAT Git OTHER
NON-DESTRUCTIVE METHGD),
Sesame SHALL HAVE A MIHIMUM COMPRESSIVE STRENGTH (Fe) OF 25cx9 PSE AT THE
OF ADHESIVE ANCHOR IKETALLATICN.
CONCAETE AT TIME OF ADHESIVE ANCHOR INSTALLATION SHALL HAVE A HInIMIM AGE
OF 21 DATS.
TURE AT THE TIME OF ADHESIVE ANCHOR INSTALLATION SHALL BE
SHALL BE AS SHOAN ON THE DRAHINSS OR DETAILS FOR THE
. EMBEDMENT DEPTH
PARTICULAR ANCHOR OFF GROUP OF ANCHORS BEING INSTALLED. ANCHOR PROJECTION
MPOMENTS.
SHALL BE AS REQUIRED To GOMPLETILY INSTALL ALL ATTACHED C2!
ACHESIVES SHALL BE STORED AND INSTALLED AT THE SOMVIGE TEMPERATURE RANSES.
RECOMMENDED BY THE MAMPACTURER,
NARS Laine SHALL Pe INSTALLED BY QUALIFIES PERSCOMEL TRAINED To
acoenrs.
TN AGCORDANCE ITH THE MANAG TURING'S PRUNTED METALL TION INSTRUGTICNS,
THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TG INSTALL THE ADHESIVE
ANCHOR INCLUDING, BUT ROT LIMITED TO, DRILLS, SETTINGS TOOLS, CLEAH-CUT BRUSHES,
BLOF CUT BULSS, OIL-FREE COMPRESSED AIR, SHOP WACIRAS, WRENCHES, ETC.
ANCHORS SHALL BE INSTALLET? IN HOLES DRULLET INITH A ROTAROT IMPACT HAMMER
DRILL CR ROCK DRILL, CORE-ORILLINS HOLES POR ADHESIVE ANCHORS IS HOT
PERMITTED.
ANGHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO ADHESIVE IMEGTION, AS
REQUIRED BY THE MANUFACTURER'S PRINTED IRSTALLATICN INSTROCTIONS.
PRILLED AMD CLEARED ANCHOR HOLES SHALL BE PROTECTED FROM CONTAMINATION
UNTIL THE ADHESIVE 15 INSTALLED,
SES CURES, Thee SHOR ORERRIAE ON
REINFORCINS BARS OR ALL+ THREAD BARS SHALL kone ae BENT APTES BEINS
VW EMBEDDED IN THE HARDEHED, SOUND Gone
Buildings
Group
MORRIS & RITCHIE
ASSOCIATES, INC.
Architects, Engineers, Planners,
Surveyors, and Landrcope Architects
1228-0 East Joppa Road
Suite 505
Forsen, Maryland 21286
$10-821.1690
#1D-821-1748 Fer
OwnerDeveloper
Kimo Webster Square, LLC
3333 New Uyde Park Re, Suite 100
New Hyde Park, NY 11042
Nashua, New Hampshire
56 - BLOG G Upgrades
226 Daniel Webster Highway
Webster Square
Building G Upgrades
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CONTENTS COPYRIGHT 2057
MORRIS AXD RETCHIE ASSOC. INC,
ISSUED FOR PEAMIT| 12/05/17
‘NO, REVISiOn DATE
DRAWN [iSsueD
FILE
1763721 DS | 11/21/17
SHEET TITLE
General Notes
SHEET NUMBER
S-6
Construction
Vilbg_PROJECTS\#7600-17699\17697 - Webster Square\17637.11 - Wabater Square Building G
12/6/2017
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