HomeMy WebLinkAboutQUALITY CONTROL TESTING - 05-00470 - Walgreens - New BuildingSECTION 01400 -_QUALITY CONTROL TESTE\TG
PART I — GENERAL
L01 DESCRIPTION
MAR 2 3 2006
amp
A. General: Required inspection and testing sr`is do not rtlieve the Contractor of
responsibility for compliance with these requirements or for, compliance with
requirements of the contract documents and Walgreens Criteria.
m�tions.; Quality control servicers includes inspections nd gats aDd related actions
including reports, performed by indepemdent agencies and goverwncr authorities, as well
as directly by the Contractor,
C. Specific quality control x qu mems for individual rets of work are specified in the
sections that .sp of l the individual I mnt of the work. Thcse requ1rern(:,,,-nts cover
production of sta lord products, fabrl-cation of gusto (-,d kvork and quality control o
installation procedures.
D. Provisions of this section do not limit requir nts for the contractors to provide quality
control s.enlices as r quiT d by thel to t/En r- f- e -cord, the. Owner, going
author tis r other authorizcd cruris s..
E. Walgreens has ont,-r d into a n atx o n al account agreement with the H i n mp anies
as the only agents appro�lcd to perform quality control inspection, testing and r rein,
services. Developers shall contractwith the testing flim assigned to the reigns below:
Central: A.} 1A, IL, IN, KY, LA, �M, MN, MO, MS, OH, WI
Contact: PST
Mr. Al Penny
95 %a stwin Road, Suite, 301
lnn s w, GA 30144
-42,4-6200
al.pcnny@ps-i-usa.com
Southeast: AL, FL, GA, NC, SC, T,
Contact.+ Q0re
Mr. Chet Patel
11420 Johns Creek Park -way
Ilut, GA 30097
770-476-3555
,cpatel @ q r.t
West: AZ, CA, COQ IID? KS? MT, ND, � NM, V, OK, OR., SD., TX, UT, WA, WY
Contact-. Kkinfelder
Ir., Derek 111a
11 C oi-p orate Cjxcl , S u.1 to
Gorden, CO 80401
303-237-6601
Contact: US Dabs -Slayton
Mr. Bryan crtt
3140 Finley Road'
Downers Grove, 11L 60515
630-'-3.
CTKA SHCEFICATIONS
1410D_ I
F1 _zL 2006
beverett@clayton,aTp.com
A. °contractorons bi �d : Except whcre thea are spteifically indicated as bin
Prov d e d b y an oth ar I'de nt'fi ed entity, iris c tions, tests and quahty control s n_Ices 21re
the Contractor's resperosibil t ; these s r ki e�s also include triose specified to be
performed by an independent agency and not directly by the Contractor. Costs for these
services shall be included in the contract Sura. Tht ContTactor shall employ and pay an
ind p,n ent agent, t t i � laboratory or other qu li d firm t trf rrn quality control
.rvc.
Pre -Gradin g'' in tiro-: Conducted by the General Contractor and ' .chid sub-
contractors,
ub-ntr tors# the Quality Coutrol Testing o n s u l tan t and -Walgreens a- t nd nt.,
Review requiremcnts of the, Reotechidcal mport, project schedule, i mix des"
In)
staf at on requirements and testing requiromeTits. Prepare and subim"t meeting mutes
t all atten s,
Pre --Slab Meeting: Conducted by the General Contractor and including subcontractors,
tht QualityControl Testing Consultant and Walgreens u n'nt nd nt} Review building
pad suitability, concretc rr�x design, r infor mint (chairpositioning),concrete
placement and testing procedures. Prep art and sub nmit meeting minutes s to all attendces.
B. Owner (Landlord) Responsibility: The, owner (Landlord) shall (zmgagt and pay for the
services an independent agency to perform ins t ons and tests that are specified as
the +nr' s responsibility.
C. RetEst Responsibility, Where results of rd inspections, tests, etc.pi.-Ove
unsatisfactoryand do not comply With the requi
rements of the contract documents, then
its is are the responsibility of the, Contractor, regardless or whether the original test was
the, Contractor's responsibility. r t stlnor work revised or replaced by the Contractor i
the, Contractor's responsibility, where r uir d tests wrc performed on ofiginal work.
D. Responsibility for Associated Services: Tho Contractor shall cooperate with those
p rforr required inspcotions, tests. and similar s r�rlcc . Coopratingincludes but i
not Jjnu'ted to tht follow -in (T,
ProvidiZD
ncr testing company 48 hour Ti tice or when tests are required,
. Providing access to the work.
T�ncr samples or assistance. with takin,a sampl s.
-. DcJive,,ry of samples to test lab ratorii�,,,s.
. Sccurity and protcction of samplesand test equipment at tht project site$
1.13 SCHEDULE OF SERVICES
The following sch d ul f in esti ons, tests and sh-nitar services represents the minimurn
scope of quality control services to be performed. The r hittct rt nr- f Record oj-
goveming a.uthoriti s may require tither quality control services.
Division 2 Sections,
Vere suitable soil b n o capacity and sub ad modulus.
Field density testing, compaction testing,
Optimum M.0isture/maximum deDsity t sti lo"
CRITERIA SPECIFICATIONS
1400-2
FTSCAT, 2006
Pavement -proof rog.
Pavemtnt surface smoothness t -p - thin.
i-%7 sion 3 Sections
On r to ea pr ssiw, s-Lmngth testinLT.
on rete slump testing.
Tq o r flatnessficvelncss testing.
Concrete, moisture vapor cion rate tasting,
Concrete moisture content to sti n.g .
Division. 4 Secti.ons
Reinforced masonry grouting.
Division 5 Sections
Weld testincr
Moment connection 1 d to ti nor (when applicable) .
Bolt torque testing.
Division 7 Sections
Thermal. scans (for foamed -in-place insulation).
Density, tht,%rmal conductivity and open cell content of foamed -in-place
insulation.
Division 9 Sections
Moisture vapor eTw- s sicn rate, tes ting
Concrete alkalinity t stiga4
Division 15 Stuions
p ier system leak test.
r c)mestic eater systtm leak tests
ewer systtm hydrostatic tests.
Lakx pressure and load testing of HVAC r g-erant piping.
14VAC Vesting, Balancing, Adjusting andomm-ssior i
Division 16 sections
Electrical wm`ng for short eir main and proper mounding.
1.04 ALIFIC TIC FOR SERVICE
n fand d test ry ee agencies, includinc independcot testing laboratories, which
comply With ` G u id ehn s for e ti -xr Practice for Matefials Engineering La%or tori s' " by the
American Council of Independent Laboratories, and which spcclahze in the types of inspections
and tests to be performed.
1,05 AL
A. Submit a certified rn- tten report of each inspe ti on, test or similar service, directly to the
A-rchitect/Eng'lneer-Of-Rr,Gord. Copies of all test reports, inspection reports, shall be
kept on site at all times.
B. Report Data: Written .reports of each inspection, test of similar s rvi -e shall include, but
not be lin`icd to the fllmrin:
Name of testing acrency or test laboratory.
Dates and loca6ons of samples and testor IFISPecti ns.
Names of individuals rn Jnr th I.D s tion Or test.
Complete I'DSPeCtiOn or test data.
Test rs-ults.
Interpretations of test results.
Notation f i,gnl cant ambient conditions at the time of sample taking and t tin ,
comnlents or professional Opinion as to mjheL. er inspected ar tested work complies with
requirements ofthe contract docu iients.
CRITERIA SPECIFICATIONS 1400- �'1 2006
A
D
Reco=nendationson rctestl'Dcr, if applicable.
ig
C. Tri- mph ant Tn spectionfTest Results: Witten 24 hours of inspection/test bairn,
pr.,rformed, notif�r Architect/Engineer-Of-Record, Walgreens Project Manager and
Walgreens Project Architect of any non-conforirling/non-compliant in p ti nt t .
Copes of the successful retests of the oiiginally non -co ormiDnapant work
shall be submitted to the it ct n Q-inec,r- fW ord, Walgreens Project Manager and
Walgin,=,cns Proj ext ArcMmct.
D. Project Close, -out: The t t/En rI r- f -Record shall cerbfy to Walgreems that the
rquired quality control services, as required by this .tion and the cxntra t documents,
have been parformed and that all r -sults indicate compliance with rtquixements.
SART II — PRODUCTS (Tat Applicable)
PART IIS rE)(MCUTION
3.01 RPS AND PROTECTION
General: Upon corapletion of Inspection; t .frog, sample -taking and l l r services r p r
damacred work and restore substrates andfmi'sh s to climinate all deficiencies. Repair and
protectionis the Contractor res ons bilit r r to s of the assignment of
'responsibility rsponibilit r
inspecticn, t t nig or inu'l rvices..
CRITERIA SPECMCATIONS
END OF SECTION
.01400-4
FISCAL 2006
SECTION1 _SITEWOR-K/EX
PART I - GENES
1.01 DESCRIPTION
TI
A. The extent of site wort is shown on drawings,
B. Site work includes but is not li t d to-,
Demolition (if rc,-qu d) of existing s ctur,.r S, walks & pavemtnts, utilities and
uuscellanff,ous 11APEOVtMeTits.
2. Site1 no tr , ',z ati n, topsoil s p ,a, l a r and gru bin
. Earthwork- preparation of subgrade for building slabs urr at ns al s
raiu�r� fill, structural filland backfilling .
. T rr t Control - Provide site treatmcnt for u,'=te control in thosegeographic
locations her t r t are present.
C. ldentlf�f location of above gourd belowground r p
diatlon equipment.
ent.
1.02 QUALITY ASSTJRANCF
A. Severe Map, ramps or steps shall not putted at W rls' story at front, slcits or
.rear of building. Maximum pt-,rrnitt d slope on si'. t shall. 1 � , Minimum dM
slope on site shall 1 � o t insur pos to rte . , M urn entrance slab slope. u to
doomlay shall not exceed ,
Testing: Employ at Landlords expense. testing laboratozy, acceptable to Walgreens, to
Perform soil and quality control testing as required. Copies. Of test rtports shall be
submitte-,d t al nConsruti pt. Project Manager up
request.
.
41
reports of actual urrconrid compressive strength of each strata tested.
Verify sollfxll-basin at conforms to des -
p � requirements. Perform one
test at each column pad and p r each 50 lt. of foundation.
.a l r sIt � tests. 'rm at least ons test per each 2,500 -sq. ft. per lift of fl -E.
Trench Backfill: Perform at lust oDe test per each 100 lineal feet of treD h. Rt -
compact t ani r t st density and cornpa ctio n of any trench i nstall c d after huiddI
pad t tin o has begin p rfo=c .
. 1`4oundation wall bacUill inside and outsidt, shall have compaction tests made
every elft_ Vests shall be performed on each IT" Lift.
5. P.Tovide subgrade modulus tests,. ope for each 27500 square feet f pavcment
placed ars Natural so i is
6. Optimurn moisture/maximum density tests. Perform one test ]pr each y c,- soil
and each 1,000 cu. yds. of mateTial.
. Final building ildin. pad venfication letter, submitted by the Geotechnical n i c�r at
the compietion of gn-adingoperations, sunji-nanzincr satisfactory completion of all
t.csts performed prior to slabplacement*
CRITERIA SPEC I -FIC ' 'l ON S
02190-1
FISCAL 2006
C. W r nt /Tcrr t Control: u Witten warranty cel rinning
g that soil o+ o
treatment will prevent infestation of ternaites for fjvc ve,,ars from date of trcatmtnt. Provide
installer certification that three applications have been applied s r gated. Submit
certiEcation to Walgreens Construction. Dept. Prof ta a�tr.
FContractor will pretreat soil and r . /r lace. Baa caused �infestation.
�
1.0 . JOB CONDITIONS
A. Eyd'sfing Utilities.- Locate, disc rmcct, � p and remove, ` is L3tfl t1 rT i.ff n LJk .G l��r
TvIake arrangemffnts as required to relocate[re-route, those utilities S, ,
'-site.
FART 11- P'ODUCT
2.01 MATERJALS
A.Satisfactorysoil m tenial are defined a those Com l .in � pith M w0 o4
cla'ssificatiOn grOuPs, GW, GP5 } SM7 SW and SP. n sites where specific conditions
cause any of the listed soils to be unsatisfactory, the Soils EDgineer shall specify alt rn ate
satisfactory matmials and providfa Walgre,,ens Project Architect a written explanation.
Bi Subbase Mawrial: Provide -6. naturally or artificially grtided mixture of natural
crushed gavel, crushed stone, crushed slag, natural or crushed sand cDnforming to ASTM
D-2940-03 V 11th at least 95% passing a 1- ti in 1u and not core that % passing
No. 200 sieve
C. Drainage Fill: Washed, , evenly graded mi tum of crusiled,stone, or crushed or u rim
1,i 1-1/2" sieve and not mora than 5% Passing a - 4 slove.
D. Backfill. and Fill Materials: Satisfactory soil ant is free of clay,rock orgravc,-1 larger
than " in any dimension, e s,. waste, frozen materials, vcme to It and other dtlrterious
ZD
matter.
2,02. SOEL TREATMENT
A. All solutions must ba environ-mentallyfriendly. Consult the structuralpest control
r lator agency your State prior to use f an product-
9UProvide a solution of one
the follc n - Fuel oil i's not pemutted as a dfluent. NUx with gat r at the manufacturers
prescnbed rate for the conn t1 rnsn unte-rcd.
Permethrin, .8% com ined pith. c/� inerl incrr i t 'in water emulsion.
Bi fndidn; 2 5. 1 % combined with 7 4 � 9 % inert ingiredicot in water t, -mu I sion,
. CY P ermethrin7 24.817c combined wi t 7 . 2 % in rt in gredients in water em u s ire,
Acceptable manufacturers; Dragae.,t 6 SFR,
Corporation,
PART - P-'-,XET1
3.01 ITE CLEARMG
Prevail e FF rnanufa tur d by FNIC
A. Clearing and rubb ncT: Clear site of trees: shrubs afid other vegetation, except
for tis
indicated t-orcmaln.
CRITERJA SPECIFICATIONS 02190-2 FTSCAL 2006
r
OmPl t JY remove stumps, roots., andffi r tru iir r
fou n.
surface -CID
T Fill depressions caused by clamor and
a bbin oO era i ou with , ati fa for � soil
at nat, m t n compaction rqITInent .
aartliwark I's indicated.
unless furter excavation Dr
B. Removal or Improvements: Re.,mave ex-Istinrr above -grade, and below ad � � r�
rn nts
nectssary to permit constmction including abandoned underground iPino- or conduit
interfeiing with construcr'lon. Fill resulting esti ns with atisfa to fi l ti
ng
compaction requirements.
3.02. EXCAVATION
A. Each Excavation includes excavation of pavements and obstructions vi lbl on ground
underground structures } Utebties and other items mdicated to be demolished and
removed; tagother with earth and other materials cncountercA
B. Excavation
for Stir-uctur .s: Conform to elevations and dimensions
s m .
For footings
foundations
extend excavation below frost Une and do not disturb
bottom
of excavation.
C. actin rrarr�rtsrxil� it cross -s Iatinsand ra
as shown.
D. Excavation for Trenches; Grade bottoms of trenches as required/indicated, notching under
pipe bells to provide solid bung for entre pipe.
.i .ncr/Br iT # Provide, adoring, bracing Tequired requiredto support adjoinino, soils buildings,
etc.
F. Pumping. Keep excavations, and entire subgradearca free of water. Do not operate, aTiy
systern that will loosen �xistincr soils or cause the subsoils to be removed or shi c
cir original, position..
3.03 CONPACTION
A. Ptrcc,>ntagtP of Maximumn� � cqulr men Compact soil to not less than the
following rctas of maximumdensity for soils exhibiti well-defreturc
density r latio s (cohesive soils) in accordance with ASTM D I 1current edition r
in accordance. with AST&I D4253current edition, for soils which not exMbit a well-defined
moisture -density relationship o ionl ss soils).
1. Sttuctures, Foundation Wall. B ackfl-H, B uIlding Slabs acid Ste
ps, Pavcments:
Compact each laycx at 90% maximum density for cohesive material or
rolative density for cohesionless material.
. Lawn or Unpaved Areas: Compact each lager at 85% ma rnum density for
ks7 e sails and % relative density r rb sionle 'l.
. Walkways: Compact each layer at 010% ma imu rn density for cohtsive, material or
% relative density for cohesionless mateiial.
. Trenches: Compact rill to couform to requirements of area in which trench is
instaffl.
3,04 BACKHLL AND FILL
CKITEFdA 5FECIFICATIONS 02190-3 FISCAL
A. General: Place. acceptable soil matcriin not at r t " uncompacted layers to
r quirtd suzn
bnade, elevatioTis, for each area classification Ii.sted below.
I In excavations, ust satisfactoryexcavated, borrow or import at 6 -
. Under Landscaped areas, usu satisfactory at d+ borrow or import mateiials,
3. Under 1�s and pavcmemts, use ,subbase aten l or satisfactory t d, or
boiTow mat ri
. Undtr steps, use subbase rnat ri 1.
. Under building 1 . 7 use, drm'nage fill material.
. Under piping and conduit, use subbase tri l; chap to fit bottom 90 decrees
of cylinder.
05 GING:
A. n�rai: Ufo ly gTadc areas} including adjacent transition areas. Smooth fim' h d
suff ace, compact with uTdform levels or slopes between points where. (Aevations ue
indicated and existing grades,
I .radinor Outside Building ire : Grade. areas adjacent t building lines t . drain away from
structuresand to prevent pondinor
C. Grading Surface, of Fill under Building Slabs.- Grade smooth., free. Of voids, compacted as
specified, to required elevation.
D. Compaction: Afwr grading, compact subgrade suffaces to the depth and indicated
percentage or maximum of rttlafive, density for each area classification..
.06 TE�ITH CONTROLRETMI7
A. Apply treatment la strict compLiance with manufacturers w tt n instructions. Do not
disturb treated areas. Provide a blue, f.9sprayindicatory] nuxed with t nT�ti ide to indicate,
treated areas.
B. Apply treatment in t applications.
�. Furst Application: pre-tre at general slab areas and around utility entry p oints.
Second Application: n: pre --treat gcun t extcnor foundation walls, btneath
sidewalks and driveways.
. ThIrd Application: treat adj acont to exterior walls air land .p is Complete.
C. Reapply treatment to areas dturd by construction acti.ty following apatla,
D. Treat foundation walls and areas umler building slabs. Termitici& must come in contact
'Withu d ti n W t t t id t ti t r rfoundation
insul tln boards of prowdion boards is not acceptable.
CRITERLk P CATIONS
END OF SECrrION
07190--4
F-17SCAL 2006
M
SECTION 025 - P�T & 1JW1Y
PART I - GENERAL
1.01 DESCRIPTION
A. Extent paving and s acln� is shm ern n the draw' s and include u .
nit h ted to.
1. Asphalt pavinc.
, Heavy dray pa-�iing at all truck traffic areas.
3. Pavement markings
. Wheel stops,
. Sips and posts for hand dn� r n � A ADA.
1.02 QUALITY AS S URA,NCE
A. Comply with and perform alla in o work in accordance, "ith theStandard Specifications
for Road Construction (latest edition) of the Department of Transportation Hip w
ay) of
the. state i.n which the, store is. located and the Asphalt Institute "Specifications for ailT .
and Industrial Applications (SS -2), informion series documents IS 91 a d IS 87.
R. Design air mcnts: (Based on -year pavemcnt life
I ajly Tra 120D passenger veMcles, 10 sinRle, unit trucks}
multi -unit Wicks
Pavement to be, designed and sealed by a professional tnginctr, Us11iasi '
ircmtnts
above d soil sub grade modulus r r m dr b soil �c sult nt. L�i
D. rO vi d action tests of Soil subgrade at not lvss than I test per each
around the building.
E. Asphalt ctammt materials all conform to ASTM D-.3515.
F. Obtain terl. l.s horn same source throughout project.
G. At Walgeens discretion "s s ecC' installation will be tested t Walgreens e s f
or
conformancc to Statc D. .T. Specifications by.
1. Using proper ronin ui ni t for: Breakdmvn, compaction on and sMn .
3.
CorinR. extraction and gradation for co pllarrc e Irl th approve d j fo rmUla.
ensit testing t �� �
� corlformmce to Statt 1 cnt or Transportation
Standards.
Non complying insta-E tiaras be replaced at the landl rds ontr actors e p r1sc.
H. Payem rat designs wh h differ from these indicat d In this section must be accompanied
with a ]ettera'
from the, design engineer certif jinn �tns that the proposed design
complies with the .standards and specifications, Of t'iff applicable tat tt. of
Tri
Install pavernent in the prescnce of the Quality Control TEsting Consultant
025)00-I_
FISCAL 2006
F
19
1.0 3. JOB CONDITIONS
Niz
A. EstabEsh wades,.ns and elevations to drain eater Away ft -o - -
t ponding
a-nd ccon=o date adjoining work and property.
. ubgraCondit
� n-
Provide ub g$ ad
l ro emnnt s � ru f d to coradverse
condition
caused by permeability.,
ft t
potential d nst bl soils.
A. contractor shall tc in Titing, tba rnatri als and workmansIlip
c o 1 1 x for a pariad of v�vo (2) ytars, becrim-ng on the datc of su st nfi .l
completion or Walgreens possession, wMch ever comes later. This provision also applies
tO CODGrete pavenitnts.
1.05 SUBYETTALS
A. Submit the following to the t ct Record,,QuahtyControl Tcstin nsu,lt
aDt and
Wah-
-e en P r j of Architect
1
Pavtment d si n analysis ,prepared by a licensed Professional Engineer 11sincr
z
design requirements above and the sub -grade mode tus re -o rruund d witHin the
,geotic ri.cal report.
Laboratory reports of compaction tests and proof rolling of soil sub -grade,
Pavement urf oat o s tests.
Approved pavement designITT
PART - PRODUCTS
2,01 MATES
A. Asphalt alt r at :. t -maxed, MCI= volume, bot laid asphalt- }
xture
AC 10 or AC 20 complying with ASTM D 3515and as recommended by local paving
authoritle.s to suit project Conditions and as follows.
ASPHALT GSE TRATE CONDITION1
Use AC 10 for -
'Use 10 or AC 20 for:
Use AC 20 for:
Cold; rriean aranual air ternperature
c 7 degree C (45 degree F)
Wim, mean nnual air tempffratwc
tern 7 degree degree F and
2_4 degree ee F
Hot, mein aniaual air temperature, > 2
degree, C (75 d wee )
B. Plant Mixed Asphalt /ind r Cours: Provide onoyrs lay t . � act
td
��s �` inches.
RITE TI �
-
FISCAL 2006
C. Plant wed Asphalt Sues Course: Providt one,, course I t a i s t d t e s of
Prime oat: Cut back asphalt type-y� HTO 9 MC -`O, or - . .Apply
over compacted submade to penetrate aDd seal. Slow cure r rapid cum
(RQ liquid asphalt mai{ be used depending on weather/climate conditious. Cure as
necessary.
Tack Coat.: Emulsified asphalts .A_ HTM 140 or M 208- -1, -1hr -1 CSS -1
dilutedwI'tli one, paft water to one P mals' td asphalt. Apply to contact surfaces of
pzeviously coiistructed asphalt.
2.02 NUSCELL�TEOUSPRODUCTS
Pavemente1dn Paint: F - '-P-1 2 wat jrbo , Type II adverse conditions),
01 r; Ilighway yellow or as required by local codes,
B. Wht,-FA Stops: Precast of 3,500 psiir-entrairied concrete, approximately " 1 o -h „ wids
and '-0" long, with cheered corers and dr inacr slots on and rs d. . t
C. Delineation Post: F-11exStakx rnodel - 703-- -W-W, " high, Fellow by Fl t. e
(800) 348-9839,2150 Andrea Lan, Ft. Myers, 33912.
D. Secu'tY Bolfaxd ver- PoNathylcne thermoplastic bumptr post sleeve by IdealShield
(313-842-7290) or equal, color, as shown on the drawings
E. Starmwater Management Grates/Catch ash -1 Covers: Provide, cast iron Units with bicycle
safe grates that will not allow 1lc 1 t-Lres to drop down into opening.
F. B l r l Racks -rhcn required) : Provide undulating tubular steel by the following
nianufacturers or equal as approved by Walgreens rjt Axchitect,
"Ribbon Rack7-9 RIB 07 by AAA Ribbon@ Rack Co.
cc CycLoop" 42170-7 olum is as ap
Thund rb lt'" #T13-7 by CreativePipe, Inc
"'Heav Duty Winder-" 238-7 by Mara
Firdsh: Hot -dipped l a ,
Mounting'. Permanent in ground moil gat.
Capacity.- 7 bicycles
PART ILI - EXECUTION
3.01. SURFACE PREPARATIOiN
A. Compact soil u to 95% of standard proctor density. Proof roll and rip a .
all
unstable areas of the, pream d snbgrade.
B. CompaCt subbase to % of standard proctor density. Proof roll and repair all .n.sta l
areas of the. prcpartad subbase,
Install pavement markings with rne hcurl equipment afer � t has been properly
cured. ,Apply to 10.3 mil wet film thickness, 6.0 mil dry fiLm thickness.
D.
ecum b 1 steps t aver nt with � galv.zed stce.j dowels.
CRITERIA SPECrFTCATIONS 0,2500-32
3.02 LD QUALITY CONTROL:
A. General: Rt;,-Palr or remove and jrtzoplace unacceptable or non-compliant n a
dettrnlined by an rode-nd at testincr laboratory and as du'ected byWalgcens.
F Surface Smootlmess: Stirfaces will riot be acct table if exceedincT tk followma tolerances
for sm o o thm e s s whiEt n to s L e d with a 10' straight edge
1. Wearing Course, u 4 3/16".
.. i -,m �,-ut van*ation from Uue dtsign elevation 1/4
. Arae which pond eater x Jonaer them 24 hours "'11 be cut out and replaced
with hot t cd asphalt.
END OF SECTION
CRITER-LA SPECIFICATIONS 02500-4. S CAL 2006
ig
-SECTION 033 1 - CONCRETE
PART 1 `J GENE
1.01 DESCRIPTION
A. The extent of concrete work is shown on dxire s
B. Concrete curbs, gUtfers7pavtrnent and walkways are, included.
C. Concrete curing and sang is 'Included.
D, Concrete equipment bases as r wird+
1.02 QUALITY ASSURANCE
A. Comply witli the. currentedition of the foil in specifications and standaxds.
-
ACI 301 "'Specification for Stmctural Concrete for Buil(jMgSti.
. AC130.x.I ""Guide, for Concrete Floor and Slab Coilstru tic)n113,
. ACT 304 '' Guide for Measuring, A/fiin orF Transporting and Flee "�
. ACI 318 '"BuildingCodi Requ*irements for Reifforced Concrete,
F
t ACI 11 "`Specifications for Tolerances for Concrete Construction and
a ten*F al .
. Concrete. Ri-,inforcing Steel Institute, "Manual cf Standard Practice".
Floor labs must be dr,siltd to support a minimum 1 PSS' live load and b 1l
not be less than 4 in dies fldck.
. ASTM C-94"'Standard , e mi t -1 n for Ready Mix on rpt "a
. ASTM 1 "Standard Test M t od for Length Ch angc of Hardened
Hydraulic -Cement, l oft and on r & .
10. ASTIR[ E 1155-96 ""Standard. Test CethGd for Deterrnin u , Floor Flatnffss and
Levelness Using the rnr stx'i
1 ASTM F-7 10 r 'S tw-id rd Pra c tic e for Prep aring Concrete Fioors to Receive
Resihcmt Flooring".
1 ASTM F- i 869- ``Fest Method for Measurlinor Mi Lurenior Emission Rate
f Concrete Subfloor UsMgtknhydrous CalciumChloride".
13ASTM - i nn nts for lnt Bally Colored Concrete,
14. ASTM E 96-00"Standard Fest Methods for Water Vapor Transirission of
is. ASTM B 154-99 "Standard Test Methods -or Water Vapor Retarders Used in
Contact \'with Earth Under Concrete Slabs".
CRITERL�, SPECIFICATIONS 033 14-1 FISCAL 2006
16, ASTM E 1643-98 "Staridard Practice for 1�,tl
Used in ContContL
actotilth Earth or Granular Fill 1Undr concrete Slabs,
17. ASTM 1745-97 SPPcjf_1C'atiDn for Plastic Wat
virVapor Retarders
Used in Contact with o'i or jjRr Concrptcls}7
18. AAS HTO1" tandard Method of Test for Waterto sal
nt � r
� �
Freshly
B. Testing: Employ at tha Landlords expense, a testinu laboratory,
to orn� follow -mg tstin lua r ��t�r�tx watcr content and tt1
metra ur ted its
must rfarmed with each set Of cOmPression test cylinders.
1.
Compressive strem4th t stir . Comply with ASTM C 31, ASTM C172 -99,M C39, and as follows.,
. Provide llu d rs miIjimum from Bach day's pour.
. Provide 4 cy1dnde,,-rs for each fifty- D cubic. : r fraction
poured a each date for slab andfoundations.'
and ti n F. Provide
En d yrs for
each one -hundred 1 cubic yards or fraction thereof cured on
each date fornrt ncr andsidewalks.
C. Samples shall be tested and rtxports prodded for conciEcte sa_mples,
lsam.ple at, 7 days, 2 at 28 days and 1 to hold.
. Concrete Shrinkage to tlr ,. Comply th ASTM C-157.
. SlumP t starl a: o l with T 1.
. Water content testing: Comply \Y1th AASHTO T31 S.
. Flatness/LevelncssTe.sting. Comply with ASTME-1155,but provide.
rrurumum of one lire of sampling in two perptridicular directions thfough each
structural bay.
Perform testing using a "Dipst�ck Profiler -"t wig 72 hours of eco rpt
placement.
Concrete not conforming to Walgreens rdt ria or which failsrequired Quality
Assuranca testing, including Fjataess/Levejn�ss requiremfin,ts, shall be removed
and replaced at Walgreens n s r tion.
1.03 SUBMITTALS
A. Submit concrete mix designs to Architect/En rr of Record rr l
p with copies to
the Quality Control Toting Consultant.
PART H - PRODUCTS
2.01 FORMWORK
A. Construct formwork for all CODCrCtC. ith1 d, metal or other panel -type pmatc�rials to
r �1- O�lifi�Xr�l ous, tr c 1ht, smooth surf`ac ,�.
B. For site 011trete: Usr, Stec], wood or of r sultablc materalp free of distortion/defects
1/strength to resist movcment and maintain vtrtigal and r'n to l alicynmcmt daring
placment.
CRITERJ-A TI0331-0-2 FISCAL 2006
i Comes shaH, be uniform and free of form marks.
C. Form c tin�sq: Use non -staining release a riots that will
nt1-x r impair
firlish Or tTe tmt t of coDcrotea
2.02 REWN/lENT
A. �. orc Bars: ASTM A 615, grade 60, deformed.
B Epoxy - Coated Reiiaforcing Bars: ASTkT A 775.
Weldedrir abric Reinforcement: ASTM aided t e
ro1Jtx,d fabric pro iter.,
I. Reinforcement supports: Use chars, spacers & bolsters complying with
1For on ode use reinforcing supp art t � nr� r r clearance/cover. .
not h ft r pull reinforcing through placed concrete.
Joint iE r- Provide, preformed joint filler at slab cion Joints � Dints b etwe
slabs and walls and other isolation JProvide one of the folio
Precompressed, impregnated Dean call foarn.
Asphalt saturated flberboaxd complyingwith ASTM D 1751.
Granulatcd cork betwcan saturatfelt or glass fiber feltcomply'ng with
ASTM D 1752 �
2.03 CONCRETE MATERIALS
A. Portland menti ASTM C 15)0, Typc I or Type H,
B. Fly ,ash; ASTM C 6 1 � Ty p a C or F, not to exceed % of cement content
not use whin ambient air t r per tur s are expected to be, Mow 35 degTees F during the
rt
hours altar P] ac emc t.
C. Aggregates, Normal en ht: ASTM C 33 Light of ht: ASTM C 330. Combined
aggrecrate gradation shall bc 8"/Io to 1% for larc topsize aagregates I' 2 i n he or %
to % for smaller top size aggrearates (I in. or -/4 ire_) retainedon h sz to the
topsize and above, the No. 100..
D. Water: Drinkable.
L Air Entraining Ad mixture : ASTM C 260.
Calcium hlofid : Any d tur ont m or more. than -1% chlor�ri ions content by
weight are, c)t permitted.
G. Water ga r Retarder: Decay resistant mattn'als complyine, with ASTM E 96 not
cxcecd ing 0,04 perms? ASTM E 154 and ASTM E 1745 Class A. Providt polyethylene
sheet not less than 15 Ix is ick, Raven Industries "Vapor]Block 15 } Steno Ind usties 1
mil "' tego Wr pTkl ' or W. R, Meadows Sealfight 15 rr� l LL r -Ma C 7.
H. h . al Hardener. Colorless solution of w sium fluosilicate., zincfluosillea-te and
wetting agent nta-nimnot less than 2 lh. flUDSihcates per crallon.
0
Acceptable, Products. nn bom, Lap doldth- , Dayton ton uperior, and Day -Chem
Hd Ener
CRITERIA SPECIFICATIONS 0 3 310-3 FISCAL. 2006
2.04
2.05
wChernical Adr to s:pe, A wa.t rl-i-(-,du inc T and . crh-
=turps shy o�� � pith T 0494, rho riot a s in cold weatbe,,r
conditions.
CONCRETE ]Il.."NIN+
A. rovl* do normal Nvc,-ight concrcts rquirtd by drawings as follows:
3,000 PSI rninimum 28 day compressive strength or stronger as required
archdtect/gngineer of r 6r..
2. At lr�t Fl r slabs, provide concrete with ultimate nags l is s than 0.05% as
tested per ASTM C-157.
Air ntrrm t: USSair-entrainingrr�xture resulting in concretc -Mth air content at
point ofpla ament as follows:
I. Concrete os d to fr in thawin a deletr .rivals, or hydrauEc pressure:
.5% (moderate exposure); .5% (scvere exposure,) 1-1/2" max. aorgrecrate,
4.5% (moderate exposure); 6.0% (scwere exposure)I" max. ac ate.
ci
5.0% o t, -r texposure); 6.017o -severe exposure) 4" m 2_ . aggregatt,
(moderate exposure); .0% (severe exposure) 1/21"' max. aggregate.
t ..rr C on cre te./S to cJ tro weled i n t im or fl o ors v maxima m air,
C. Water-Cementitious .til Provide concrete rrt i aximum eater-cemeiztrt' ous (W/x
ratios as follows:
Subjected to act,-zinor and thin] x WICrn 0.50, Subjected to deicers/water ht interior
floor W 0.45.
D. Slump Lirri.ts: Provide concrete with slump at point of placemc,,nt as full c) wt
Ramps and sloping surfaces: Not mors than ''
Reinforced foundation systems: Not less than 1k and not more than 5".
Slabs and other concrete: Not more than 511.
retta� ru _ r - shall have maximum slum o ", Thi on r t
shall eve at the Job s to at a s lurn p of 2 1 to 3}'# is v fr d, than Ili gh-r ange wat cr-
reducing admixture added to increase slump to approvtd level.
E. o meat Pavia_ r, Sidewalks end Curbs: 3,000 psi mer days cum nag.
7n�trZj�.rnent: 4% to 7.
IUMP 7
Water/Cement Ratio: Per article 2.04.0 above.
NULLS1\/IATERLkLS
. . x l s : I� u color With integmlly l rp-.d o acre tU.
Pro -vide Integral Rei. Cobra(for accessible mmps Natural or synthetic mineral d s
compjyla�A'
r` ..MC -979 bl add at batch plant, � tabl Products: a rr x
I . -
iron oxide pj� t b air Corp., color 110 lbs.).
.
CRITERIA SPECI HCATIONS03310-4 SCAL 2006
avis Colors, Mix -Ready Ocolor 13 aja Rcd #160 lbs.).
ChromLx@by L.M. Scofield Co., color C-22 Coral Red.
mSy stems , :ane., color #1345(21/2 lbs.)
PA_RT Elf y EXECUTION
3.01 REJNFORCEJUNT
A. Clean rainforc=ent of rust, rill scale, ice or rn t nals that will reduce bond With
orlerte.
B. Plac reinforcement t obtain proprr concrtte coveragetop trura of slab or 2 in, ches
3}02 CONCRETE PLACEMENT
A. place concrete Dryin properly pre,,parcd soba -bass or forms. 'lace concrete slabs
dircaly on wat r r p or retarder. Provide not Icss than 6 inches of preparcA granulax sub-
basebetween water vapor retarder and ground.
L Install water- vapor retarder in compliance, with ASTM E 1643.
. Lap Joints 6 in. and scal with manufacturtrs adhosive ortape.
. Sea] mound all penetrations with manufacturarspipe boot or byTapp in with
- _Yapo.r retarder and taping.
. Repair all puncturcs and cuts using vapor retarder material lapped inches
bcyond darnacred area and taped.
Provide photo documentation f proper installation of vapor retarder.
Cor) s trot s 1 ab s to c 0 atet 1 e, ve 1, m aint n reinforcing in prop er p osItion_
I F oat slabs with, a hi shwa tra` 4_0t ped � - lien o a n ntiDnal bull float..
C. Do not place concrete on/in frozen sub -base or forms.
PUMPing Concrete, Concrete may be placedpumping if est approved in writing
Arc 1 .t t/nn'ne, ar of 'Record for the proposed location, Pum concretehall only be,
placed in the presence of the, :landlords ' stip. /Inspecting Agent,
E uiprn nt; Pumping equipment a be of the. size and design that n ures a
continuous floe of concrete. at the dalivciend without sepazation of materials.
Do not pump concrete t roug alurm'num pipes.
. Concrete, Mix.: Shall conform to the archittet of record's sc if ed ftsign
r q lr nt } except that r rn a F contain chenoical adrrAxtures to allow prope,.r
pumping. Include the specifiedhigh-range or range water r duc�ncr
ads ture in the rte. nle�s strictly controlled and anticipated m the
d1nt of the design nom, the addition of adnuxtures at die job should b
prohibited.
3.03 JTZ
A. Contraction joints at interior slabs shall. be forrned by saw eats within 4 to 12 hobs after
finishing and b for raTidom shrinkauc cracks foun. Concrete surface shall not be. tom or
Barna e by thel r,, point spacing shall notxcrC-e� 30 tomes 'fit slab t1iLickness in 1` tt.
tint pattennis shall be genrrally square. Joint depth sFialll b e 114 slab thickliess.
T: a_1_1 1 P f l�- TIO 03310-5 FISCAL
B. Isolation Joints; provide full d at all locations Ohre slabs adjoin walls, lu=s,
foundations, &ain piping, nnd. r mains, cxlstng concrete or pavement. and other
immovable objects, Provide, ",p in l" 'isolation i o in ts at ccIu inn s}
Sita c oncret ; at u, cr. ete p avem ent s and curbs; pro vid e C OPtr ti OB j Dints at 125
max. Joint pattems in pavements nd sidcwalksshall be generally. At curbs
r i dc full depth expansion joints at 20 -ft. 0. C. max. At sidewalks pTovidc weakened
I an e co ntr uti a a j pints n i t more th an '- "' max . and exp mesi on Jo i nt s at 20 -ft. 0. C m r -a .
'Tool all edges. Install lr= lei* link sealant at. all 'Isolation/expansion 'o'
.- LNISBIN/
- Provide a floor surfa c which is true and level and achieves " Numbers" or 30 and
L = 20 Minimum overall composite and F20 and` = ID r ni ui at any
individual section, when tested in accords with ASTM E 1155. Ramovo surface
i ul ti s to provide a continuous smooth firush.
r AR intefior slabs to receive a smooth tmwel finish.
C. Provide, Moisture mai n Covered curing ofirYt ll'r slabs for 3 days nu'lli'mara using
co cr maten'als that Emit moisture Ions to not more than 0.055 /cubit cm in 72 hours
when tested per ASTM C-156, Use, o er materials that will not stain -or impart
texture to the concreg surface.
D. Apply non -sl Jbroom fish to cxten*or platforms., walks, steps, r. raps and curbs. Tool all
edges to 1/2" rad.ius uiiless noted otherwise.
R Apply concmte hardener to exposedie' floors and ttrir slab at recessed cmtrance.
F. Floor -s to receiver nt flooring s t moisture vapor emission to not m r
pounds or 5 pounds per 1.000 square feeter hours, de
ndi
Prr of floor finish
being '..stalled} ire co mPE ancewith ASTM -1869.
G. Patch all fog holes resulting rro.rn r o 2i of form tics. Form ties ends shall be sealed or
coated to prpvent future rusting froin spalling tht concrae patch.
3.05 REPAIRS
A. Rept or r pl ace broken, defective and stained concrete, and replace non-conforminor
concrete, all as dff'ected by Walgreens.
END OF SECTION
CFdTE1UA5FEC1FICATIONS 0,33 10 - 6 FJAL 2006
SECTION - h1ASONRY
.A.RIGENTRAL
-
1. 1 DESCRIPTION
NONE
Mason wc)rkr includes concrete urn4 t n or { br' l masonry, calcium slhcatc,, masonry
units and cast tn.
1.02 QUALITY ASSURANCE
A. ALI Nvork shall conform to tho standards of tht Brick Institute of Amis and to codes
having jurisdiction.
. Do not Jay imits that are wet or dozen.
C. All brick shaU be from a single manufacturtr's production Full.
D, Calcium si'Lcate or cast stone products, ding on w1lich is selected,shall b ro i d
by a single manufacturer.
Use, only one pr do t thrc)ughout the project.
. Tht color of all store products must match.
. Do not combine calcium silicate and cast store products oDthe saes project.
Comply With ASTM C 1 364 Architectural Cast Stone d the Cast Stone Institute
Technical u .
F. Mort. and Grout Testing:
r .Ttst gro at in eacli typ v,, o f w 0 c ons trot t' on irrrr '?ath ASTM
02
. Inspect cores of fully ,routed mason reinforcing.
1.03 SUBMITTALS
A. Shop Dr -�6n Buie t calcium -silicate unit and/or arclidtctural cast stone manufacturers
shop dr Mugs, including pr .1 cross sections, modular uni0t
required, exposed faces, anchors ald annotation of cast store types and locafilons if
required by ATchitect ofRecord.
1.04 LIVEAND STORAGE
A. Cast Stone. and Calcium Silicate units; Store uruts in accordance with manufacturer'
instmaions to prevent damage or staining.
1. Protect With waterproof covers and prevent condensation under ov rs.
. PrevQtnt contact with dirt and splashing.
PART El PRODUCE'S
101 FACE .BRICK(al Iow ni u m lead time)
Provide im.1ts Complying With the f llok�"a'Dg frDm each m nu a t c,�r{
1. ASTM C 216.
. Size: StandaTd utility " 5/8)7 115/8".
3. Grade: SW
. Type
CK].`:['ERUA SPECOCATIQNS 0-4200-1 FISCAL. 2006
Nation al . . u ts.: Walgreens bas established Natl oril Accounts withi
Co., Ochs Brick Co. and Mutual 1' at n
'als Co. Each
manufacturer bas bcen
assigDed a spacific crtographic recylon to supply.
following anufa r rs,-.
' arrAs Brick Co.
a, Product: " f.tag wirecut#'.
Obtain brick In ff ach red n om the
f Ti.to y. Fast and oath:
East* axeInd'ana, Ohio. Kentucky, V119uua, Pennsylvania,. New
York, Massacliusetts,1 *l d , Connecticut, New Jtrsey,
South; Vorth Carolina, South CaroEna, Georgia, sseg Alabama,
MissIISs*
Louisiana, West rr irda, Daleware.
. Ochs Rrick Co.
a. Product: '-. Velour l r LI
b, to : Midwest: South Dalcota, e r !,a .s s Oklahoma,
x ,
NES O u , Iowa, i'vEn nes ota} Wisconsin, Illinois.
i Mutual Materials Co.
a. Product: "Copper, fission Tcxture Wirecutll
b. T rf:Lto : est-. Washington., Oron, Ida -ho, W `"
��# tom}
Colorado.
C.
Provide
spBcial shapes at
all nor 90-drgree comers..
D.
Provide
soliderurnt with
adjacent side finch at end units.
2.02 HOLLOW BRICK MASONRY Thru- ill -rfits).- Provide " Heritage" as
manufactured
ar Eua Ceramics, or "" Copper", s i a nufa turd by Mutual Materials or WalgTeens
equal. Conform as ASTM .
Size: As required b the architecUengineer of record, but not less than V � � h x 1277 .
Grade: SW
"gyp
Class:
Water Repellent: Apply roso o Sure, .lean R Weather Seal S11oxane
W affir Seal 110xan(,;- PD or Hydrozo Enviroseal@,
COINCRETE MASONRY UM`r' Provide hollow toad ban*T u- block
C90, normal weight.
Size; �orrdnal 16" long x 8t' Ifigh
Grade. N
Type:
2_04 SPLIT FACE CONCRETE MASONRY UNITS:Provide hollow load
b.nbloccmIyir
with ASTM C90, normal weight.
Size-- r nal ilong x 6"` h' h Grade:
Type-
Int gral Water Repellant . d :tur : Grace Mascl ProductsDRY- 17el
,style/color; Noithem and Chicago rot t P; p ial 131 ,),1,,
Company car 1r
205. Snyder Concrete Products, Inc. 21 " 'e a r Gray" r Walg
rc= approved
equal,
Southern r toff p - "'Tse Tan"" by Anchor 131ackDf F101-1-da,Inc,
Metromont
V at rials Corp. "S andsto 4" or Wal crEetn approved equal.
CRITER � I ,TI 04200 -
PIS `AL 2006
..0
CALCI SILICATE UNIT
alkens approved equal.
B. Calcium SilicatUnits- ASTM C 7 r solid
a -
units, pressure formed and
s ndbla t d and rocked fish Indicated) on
o d faces and ends, "Nutmeg" or " t r. " color.
1. Compressive tier i to ASTM C 170.
. Absorption: 8.8 percent to ASTM C 97.
4 Density,- 129 lbs/ftlbs/ft
3 to ASn1.
. Modulus of Rupture: 770 psi to ASTM C 99,
Fab ' ate Calciumsilicate mason U,
ruts to the followinu tolerances-,
Urdt L n c th- plus- r_rm
t3 'nusl # �
. Unit Height: plus -or -minus nu 1/16",
. Deviation ftom Square: plus-or-rnu
longest edge as base,
. Bed Depth,: plus -or -minus 1./8..
CAST STONE
1/16 77 with riatasurtment taken using
A. Provide RockCast . r hdwaur - ts manufactured bct� Divi .
sion of
Reading Rock, Inc, Or Select Stone series units manufactured by Continental
Manufacturing, Inc.
B. Cast Stone Units- ASTM C 90, machiTie cast, 11 I 3 smooth face and
Split face ash (as indicated) on exposed faces and end.s, Roc st "" or
Continental Stogie color #1105.
1. Compressive Strength: ASTM C 140.7 i at 28 days.
. Absorption: ASTM C 14C, < 5.0percent at 28 days.
. Uncar Shrink : ASTM , < 0.065 percent.
. Density: ASTM C 140, > 120 lbs/ft.
. Freeze-thaw:T -. resit.
g
.urin r in exposed chamber at ar t RH and t
F for 12 to
18 hours or Yard Burp for 350 d r gd y
Cat Stone Materials
Portland Cement: ASTM C 1`03 T
spe,,olficd color. ypI or ID, whiter r d to match
. Coarse. Aggregates* ASTM C,33 except for gradation, orranite, quartz or
Hmest n t
. Fine gates ASTM CCpt fOTgradatlon, Manufactured r natural
sands.
. P1 n nt : AS T 979, excclp do not us e carbon black i menu inor
gamc
iron ode.
F Water Reducino-
Retazding and Acceleratling Admixtures -.`TM C 494.
, Water: drinkable.
7. inf r in ars. ASTM ' 615, deformed steel bars, alv nlzed wl-itn less t1j n
I Y' material.
Galvanj*zcd Coating'. ASTM A 767,
CFdTERIA SPECIFICATIONS 04200-3
D. Fabricate Cast Stone umts to te following soler r
I COMPlY With to Cast Stone Instituto Technical
. Cross Section: PI'Ll-or-minu 1 .
3. Unit Dmgt is do not exceed i ncrtl or plu s - or- Ius "' whiche'ver 'is
greater.
4. Warp, or Twist.- do not exceed ler 360 orplus-or-ininus191�Thr
is greater.
E. Water r Ua t. Applyr c)cc) Sure Klan@ Weather Seal Siloxane
Kl'Weather -deal do nt-, PD or Hydrozo Enviroseal(D.
2.07TAR AND GROUT:
A. Provide Morar and grout complying with ASTM C 270or ASTM C476 (for reii1forced
masonry) and requiremen.ts of architect of record. Type S based on proportion
specie cation.
B. Moitar shall be pre -blended and pre-packaged LIG produce mortax with the
ruircd
pzopertic,s when dispensed tom a silo Svc di po . it r �t rn. n site hate nor r
individual mortar matefials is prohibited.
C. MORTAR MAT
. Portland ce n.t. ASTM C 150, type 1.
2, N4asorn-Y cemcnt: ASTM C 91
. Hydrated lime-. ASTM 0207, type S.
. , aD : ASTM C 144.
. Aggrcgates for grout ASTM C 404..
6. Moar Moloy Pigment: none
7. .dr ixturt: Comply w'lth ASTM-270,Anti-Eeeze, compounds or those
ntaiing chlon'des are. prohibited.
a. Pro -Nide Grace Masonry Products,DRY-BLOCKTm mortar admixture at
all single wythe concrete mason urn't and hollow bn*ck, masorLry
walls.
. Water: drinkable,
.
08 ACCESSORMS
A. Joint inn or rnent: Provide ,STM A 82 cold drawn steelfie with
SM A 153
Class B2 hot -dipped galvanized coating} anchor type as r aired by the hit t f
record. Corrugated wall ties ar, prohibited.
1. Provide, Typtahiless steel anchorsin coastal arcas and hiorlily corrosive
n ircamrpt .
. Cavity Walls with Insulation: provide units with adjustable double wire/eye or
clips to hold insu at' n t ht against block back up.
Miscellaneous Materials. Flashing, weep products, cojitro]J'expansion `joint maty
lials as
required by aichit ct of record.
1. Acccptabje onceal de ibl as l'ng,- 3 oz copper sheet banded baby ii two
layers of asphalt waterproofed d ft 1 tlirn_
a cry �' kraft �' tr � email flashing (40
M11 rain.).
. Acceptable wccp products (brick mas r ).tan a-ul r plastic tub c � i�� x t
r=n and Catton wick, Cotton wick cords, Tartar Net weep vent,
. Acceptable wt,-�p products (ho -how brick nasonr : cotton sic ;Drd Masonry
a
Tcchnolog?, Inc. "Car Vent".
CRITERI`A SPECIRCATIONS 04200-4 FISCAL 2006
4.
Cavity ra i rx age system; provide ort r ct ' at b k m o and
� art t
lockTm at blockrUhollow bTirk masoniy wails.
C. Cleaner. Pmsoco Sure mean@ {4600 deter tn.t" or "VanaTmi"
PART II[ - EXECUTION
3,01 INSTALLATION
A. Cut mason units using motor-dfivtn wet saws to pro�,Ide clean sharp,rench
ippcd edges.
Cut nests as reamed to provide continuous pattern and to fit a ir�rtwor 11--sI
unit it out cutting where possible.
L Pre-soak calcium silicate units usIng cleanwater, prior to cuttincr, Allow 13ru'tst
dry p r to pl a mm nt
B. Vel cal einfor ern nt, Provide inspe tiF ori ports at all locations where vertical
i-tinforcing is to be fully pouted within the unit core to allow confIrmation that cores
have, bCrn fully wonted. Following inspection, close all inspection tin pn make flush
with surronndino mas ruy.
C. Incmse quantity of wall ties around perimeter of nin t wall tcrrm"nat�
p � �ons and
corners. Place wall tits within " of opem'ncrs and edges of masonry.
ZD
Full calcium silk ate and cast stone nests fon multiple, cubes to rr� nin r'`
'tion in
3.02 CONSTRUCTION TOLERANCES
A. a ation. fTom Plumb: Vertical lines, surfaces of columns,
10' n or 1 ' � up to 401
. o r ex tem ai c timers, exp an.si on i int ontr lj of � nes an d o ther
On pinus limes, do not exceed 1/4" 'in any story of 201 maxim -um. Vortical al `
gnment of
head joints not to excecd1/4" in 101
.
. Variation tom. Lev I: For bed joints, p pt , horizontal grooves
and othar conspicuous
HDCS, do not exceed 1/4" in any bay or ' a imum.
C. Variation of Linear Building Line: Leo not exceed 1/2" in any bayr 20'
maximum, nor
3/4. �� in 40'or mDre.
atr n in mortar Joint Thickness:: Do not exceed
rr
Joint thio indicated _ore
than plus or rmnu
3.03 LANG MAS OXY WALLS
A. P tt . nd: Lay brick masonu in rennin. , hand for ut
s'ze brick. D o not use
mots with less than. n0 Mi' ll al " holl o nt l face dimensions at, corner
s oriambs.
1. Lay exposed Concrete,- an Units, SpEt Faced Masonry Unity
'. Calcium
Siacate omits ax)d mock Cast units ira running bond,
Tool exposcd joints sligiltly nca (,_.
C. Keep ca-vity in cavity walls clean of mortar drippi`ngs and
D. Hollow Brick ? as n r Ures:
CTUTERIA SPECIHCATJONS-.
CAL 2006
x.04
1. Shall be Jaid with ftill face and heed joins to increase resisted to wattr
,an tr ti n.
. Shall be flashed and wetped at wa,H base, belu; aind above ail wall opffililqCS alld
at tops of walls,
E. Calcium SlEcatt and Cast Stone Units:
1., Set in full bed of mortar.
. Fully bond interstctions, external corners and vertcal Joints.
. o not adjust uts qtr Zinc. Where rrse required, remove, dean units
and reset in new mortar.
4. Surface offlorescence, and cracking are cause for r j tin of individualdefi v r d
units.
, After mortis is thorougMy set and cured, clean masonry completely using the #bucket
id brush hand clung"' method. Use only cleaning solutionsapproved b manufacturer
f mason ur 'ts being cicancd. Apply cle,am`ng solution in stnct accordanct Withsolution
manufacturers mitten instractions. Do not use metallic tools to remove Jazue mortar
particles. Do not use murlafic acid. Do nDt sandblast.
r Fest cl amng metbod on small inconspicuous area of each type. of i-nasonry to be cler,-Med3
before full cleaning, to ccufirm mason will not be damaged or discolored,
C. Apple water repellant to Hollow Clay Mason Units and Cast Stont Units mei-
2n tall tion. cleam'ng and acceptaBce.
END OF SECTION
CRI'MiRLk SPECIFICATIONS04200-6 FISCAL 2006
SECTION 05120 - STRUCTLMALMETALFRANHNG
FART l - GENERAL
1.01 DESCRIPTION
A. Thcn, work includes but is not limited to structural steal, steel study i
sceEancous
fabrications.
Mdscellaneous Fabri atioris include but are, nDt limit d to -railings,ladders, r, 1 .ter
hoisting beams if applicable) and roof operiffig i -Tames.
1.02 QUALITY ASSURANCE
A. Comply wiLh AIS "Code of Standard Practice for Steel Buildings and Midges"
latest
edition. AWS D1.1 "Structiral W l dire Code".
B. Comply w'th AISI "Specification for the Design of Cold -Formed Structural Members7}
Comply with reqvirnts of architect of record,
D. Field altcrat ons of stracturced steel is not allowed vit out � tten approval of the. Enginc r
oi-terd.
,..QuaLitv Control ' esft certified AWS Weld Inspector shall inspect 100% of w Ided
Da ntconnect-ions and 10% of all other welded connections. Manually torque.
test 10%
of l boftnnectionsto verify correct tightness.
1.03 SUBMITTALS
A. Submit shop drawings to a�- .: t t of record.
PART 11 - PRODUCTS
2,01 MATES
A. Structural Steel Shapes, Plates, ars; ASTM.. .
B. t l Pipe; ASTM A53. Type E or S, rade B.
C. tl T ub in c ; Co l -Form rd ASTM A 5 00, grade- o t- 5
]
D. ichor bolts andfasteners, ASTM A 325 as required by amhitcct of record. ASTM A
307 anchor bolts arc acceptably in noTI-tensioii applicatiODS,
E. Primer, Fabricators standard rust inbibiting primer.
Fteel studs aDd C joists, ASTM A653., StTucturalQuality, gradc 33,
_ ART HI - EXECUTION
.1 ERECTION
, Stt fres accuratiyto hnes and elevations indicated.
��. � � i � plumb .� �nd.��d l
members Within AJSC toleran .mp1y mthons for be
� i ti
CRITERIA SPECM1 CATIONS 05120-1
FISCAL 2006
iW
B, Touch-up pm'nt aU txposed andk-r abradtP-d areas aft erection..
C. Welds of all metal fabfications. shall be ground smooth and prepared for final paijitiag.
D. All sti7ucturad steel encased in concret8, mason or ir) c.011tact with earth shall be, painte--d-
with bitunlinous paint.
E.
Hoisting barns for tkvatorsshall be fumish and ilii-talled by Gancral Contractor.
END OF SECTION
CRITERIA SPECMICATJONfS-
05120 A?
" FTSCAL. 2006
SECTION 05250 - ME'D'AL JOISTS11VEETAL DECKING
-ART 1 - ORAL
1.01
1.02
1.03
DESCRIPTION
A. The P tent of steel j ol, t , joist ceders and metal dcckjT1 0 is
hown on drawings,
QU.,,kLTTY AS STTP_%,_,-kNCF,
A. PrOvide j01st fabricated in compliancewith the Sttel 101st 113stitLite (SJ -f)
specifications
and load tables foir K -Series- and KS-Se.1jes Op( -,n Wt, -b Ste,�]_ Joists. Provi& joist
in compliance, pith ,. Specifications n Load Tables with 4 z� sj'oist girdeLrs.
B.
Provide metal deck in com lig t with:
AISC "Spec*ction for Lhe Design of Cold
Formed Steel Structural M r 'i .
AWS mal Welding Code".
SDI "De. -Sign Manual for Floor Dccks ud Roof Decks.
Provide, roof deck, whichl's luted in "Factory
1 utu l Approval Guilt" for IT
1. I" fire rated construction.
SUBMITTALS
A. Submit shop drawings to archilect of record.
PART 11 - P TS
2.01
2.02
A.
B.
C.
Steel' Comply zth' J1 " eci is 1 tis
Fast n rs: ASTM A 325 or A490 structural bolts, nuts and hardened washers.
Steal Primer Paint: Manufacturers standard,
NMTAL DECKING
A. Provide, uruls of size and u s required r hite t of record.
B. Stcel for painted meta -1 deck: ASTM x.1008 Grada C.
C. Steel for 1 metal deck: ASTM A 653 , c r o"
D. Galvanizing: ASTM A924, G60.
.esus shapes, tnsn,1r i.
g as required by tile
architect of r r .
CPJTERIA SP EKMICATJON�TL� 05250-1
FISCAL 2006
PARTEYMCUTION
3.01
3.03
JOISTS.
A.
a
A
Do not std placement until supe ortm 9 Work 1* s iri phice rid s ec urec .
o a l *1 r qulrtments of bi L ct. of record.
oor i.ritt plac8ment to eliminate coaffict witb all roof opcmingrs.
M-ETALL DECK
.. Place on suppoftingfrac e pork., adjust t final position accurately aligned and on proper
bearing.
B. Secure as required ctt of rccord.
C. Pr 1d additional supe ori, closers, etc. at all openings,
TOUCH-UP PST
A. Touch-up -up l exposed or abraded lo-ists aadmf,,tal deck after Mstallation.
END OF SECTION