HomeMy WebLinkAbout20 A800 Architectural Specifications02070 SELECTIVE DEMOLITION
II �T �.I��i.�ENia.
03300 CAST -IN -PLACE CONCRETE (Continued)
03603 EPDXY GROUT (Continued)
a. Provide all demolition required far removal of systems, materiels and 4. MIX DESIGNS
9 ays 5. PPPIK,AIgN
made obmlete b this zo'ml as indicated or implied b the a. 1) *000 WUGM Cy mire E:
equipmentY P I P Y
a, out in accordance with the manufacturer's recammmaatbns.
Apply m 1 Slum C R mixed in accordance with ISD.1 C94
Contract Documents. ) P eadY Thoroughly pock forms ta minimize shrinkage.
Slum 4' + en
b. Removal of walls ceilings,Door finishes wall finishes and other p
b. defer Co be uifa to eliminate raids ho cambin and similar
31l Minimum cement content: 5-1 2' cootie r cubic m (adjust fa air
n9 Y req � my 9,
for in alloti n t n w w n n 1 / Per Y4 ( I materials or a Me rotes required o st o e e o o il mrainment). defeats. Consult manufacturer.
consistent with the intent of the Contract Documents. C. Cure grout as recommended by manufacturer.
C. Removal of all deem of the site. b. SELECTION Proportions
CONCRETE PROPor con
d. Finished installation shall be fight, n smooth and flush with adjoining
e. Non mute olive removal of materials, items, components, and equipment 1) wife 0 3 of mateoab for concrete shall be established in accordance hl neat P 9
P e9 P surfaces and shall be thoroughly bendd thereto.
with ACI 318 er )meet Edition and follow igh 2,1 and ACI 301 to for reun at nNa pi shown on drawings or requested the Owner.
gdetermine want -cement mhos fen lightweight r concrete, e. Avoid redheaded andcure
edges by undercutting edges at sides of retches.
Repair of existing openings, pile, or depressions in door fen imMlla6on 9 9
of new work 2) High slump concrete shall be slumps greats than 9" or lees H; f. Protect and cure groin in accordance with the manufacturer's
C mruct' dug ham t tti whenh N Of Nchd Erecommendations.
e. in9 a ens or empomry po ens s own m by
(a.) or drubs eel/ nignow.
drawings or required for protection separation from occupied spaces or
(b) Admixtures or water reducing agents used to achieve higher slump.
activAbs'
2. REQUIREMENTS
(a) Water -cement ratios are compolite with normal robes.
04220
Q. It shall be expected that the Undradar understand the adjacent areas
(d.) Compressive oftenghl of the concrete excei normal mixes as specified
need to remain in operation and services to other areas need to
slumps.)
I.
maintain operation. A schedule will be worked out prior to beginning
5.
SURFACE CONDITIONS
won. As many criteria for operation as Possible will be explained.
a. INSPECTION:
Contactor cooperation is expected in all conditions.
1) Prior to all can m this section, carefully inspect the isolated won of all
b. Comply with KRA 241, Standard for Safeguarding Construction, Alternative
other trades and verity that all such won is complete to the pant where
and Demolition Operations (Latest Edtim}
this installation may ppdy commence.
3. SPECIAL REQUIREMENTS
2) Verify that all items to be embedded in concrete are in place.
a The route fen the removal of debris and constNdion buffic will be
3) Verify that concrete may be plocd to the Tina and emia8ons indicated
2.
united to specified areas,
on the drawings, with all required clearance tram reinforcement
4. PROTECTION
b. DESCREPANCES:
Q. DUST CONTROL
1) Do not proceg with installation in areas of discrepancy until all such
I) Use all mane nee ssary to prevent the spread of dust during
discrepancies have been fully resoled.
Trammel of this won.
6.
INSTALLATION
b. During the execution of the wan, primary consideration shall be than to
a. GENERAL
the protection from damage to the structure, furnishings, finishes, and
1) Prepare all surface, soda s and suml poor to placement.
the like, which are not specifically indicated o be removed and dlsposM.
2) Place concrete in accamance with ACI standards.
3.
provide and mainoin temporary Podiums w dust homers adequate to
3) Finish Omwon level in accordance with ASTM E1155, provide non -slip finish
keep dirt, dust, noise, and other part from being tandered to
o areas subject o public traffic, light broom fimah to exterior work
adjacent areas. Damage as a result of this wan o the existing items
4) Finish exposed vertical concrete with dry Dab finish.
or surfaces o famoin shell be refinished re fired or replaced to the
p
satisfaction of the Nchdect En ineer at no additional cost o the Owner.
9
5 Prouiee 'rots with fanned lee and extend
P Keyways 9
joint
mechanical and ekdncal advice passing through
C. Tecate and as
the he Drawings.
trough the 'Dint and in locations and where indicated on the Orawin s.
a
6) Provide /Enrol fonts fat in eachdirectiono g
tihe
affected areas and Sevin other areas outside the construction limits.
and 9
ew of
Azchitat/Engineer renew, with onerehard market
the reinforcing extended through
Service to areas outside the limits shall be maintained
de
the 'dint. Joints may not be required under Oami or ca t.
uninterrupted unless ly authorize the Owner. When
inter authorized in canting
7) Bond breaker to bey15ieav building paper.
t to shall
transient service must be interrupted, Contactor shad proide temporal
0) Cum concrete by: load bearing fins in place for ] ative
4.
services far effected areas ouoide contract limits.
consecutive)
not necessarily consecutive ea when air is 50 degrees F a above or
( Y ) days 9 Beads or
5. PREPAkTION AND PERFORMANCE
eeilier onusing a coon compound. Side forms m be removed cola
N 9 9 p %
I) The drawings do rim Pose to show all objects existing an the site.
days. Cudng canpund shall be compatible with applicable floor foist
2 Before commencing Me won m this Section, verily with the
a
Of cam Win.
Of M
9) re not C� cun�ncompound on llama to receive a finish a o walla o
Nchinct/Engineer and Owner all objects o be removed and all
remethe w erP 9
d'xns to be
10) Patch all defective won. Remove all fins and projections.
ES AND
b. Pj3(ITEremer OF UIIMES AND SERACES
I) Preserve in canditim all weive uhiibes or serviceso.
7.
TESTING
traversing the site or designated to remain.
a site o
GENERAL
6. GENERAL DEMmTIION
1) Pmnde tinting by approved testing bbwnaory.
5.
a GENERAL
2) Provide fine (5) cylinder from each pour in accordance with ASTM C31
1) Existing items, including walls, adequate, finish Opening materials, and
and test in aacamonce with ASTI C39 (two cylinders at 7 days, two
other items so indicated on drawings to W removed and not
cylinders at 28 days, and one spore fen additional test if needed).
indicated or salt to be saved or adding, shall be demolished,
3) Cost m feting for befHia won shall be M Contract".
remove, demounted, or disconnected in the best possible manners
In ensure that no damage will recall to other adjacent items m
4) Provide slump lest in ammdance with ASTM C1-43.
surfaces to remain.
6.
2 Avoid overbodan of ending structure either a build-up m
9 9 by P
03602 LATEX GROUT
items, uc by import loading of demolishes items on the
nemo r de
new or existing
I.
IPM TO BEe.
b. IIn.15 AND EOU EM TO BE SLLVAGED
nish and
c. Finnish i
a. Fumish and install btex rout
9 P M
indicated m its lies the Conito
7.
I) During removal of items m indicatee saAlli shall be used
b. topping ¢i.e0ng concrete floors in areas no shallow o be
ex eliminate Tuesday of damage e, such demo. M items of
to deem:
topped9with
topped with concrete, i.e., J/4" maximum depth.
4*maxi
m shad remain the property
existing equipment, enable it, missal, etc.salvaged
of the Owner. Al items salvaged during cemoly it
c. Build slopes m carpet o Me; finish transitions to Real levl surface.
retained far Owners inspection. QUly items m
operations shall e retained
2.
OIIAIAC ASSURANCE
E
inspected ontl rejected the Omer shall be disposed. NI other
je
a. ACCEPTABLE MANUFACTURERS:
04414
over
Items ID be fumed over to the Owner for his disposNan.
Prod
I) Sonmban Building Products
C. DISPOSAL AND CLEAN UP
2) Tech Division Carl
I. W
1) Areas in which demdition and selvage won is being done shall be
]
WTERNAl
a
cleaned daily. Al did, dust, eebns, unso ageable and unreusable
a LATEX RASE EMULSION:
items, and the like shall be totally removed from the project site
1) Standard:
daily. Under an circumstances shall such refuse be allowed to
(a) "Sonmrcte;" Sonnebam Building Products
cddeat for longer perils. Neither shall Muse be allowed to black
m otherwise impair circulation in corridors, stairs, sidewaks, w
(b) "Laybk:' Toch Division Consoles
2.
Older traffic areas at any time.
A PORR]ND CEMENT
Q ASTM 150, type I
D3100 CONCRETE FORMWORK
1. Removable Form Materials: Shot be plywood. bed lumber, hamwood, steel,
molded fiberglaw/plastic or other material best suited for each particular wage.
Materials shall be new m in like new condition to produce unblemished texture in
Me finished structure.
2. Form Release Aged: Shall be Symons Manufacturing Company Mal Kate a
Grace Construction Products Fonnshield Chemical Release Agent.
3. Prance all has. spreadem, dancing and shoring required for proper completion m
the Work
c. SAND:
I) Standard clean masons sand
2) For fine finishing, use a 40 mesh sand or smaller.
d. WATER:
1) Potable 3.
4. MIXES
a DESCRIPTION:
1) Mix shall be Purple fan floor topping, leveling, and patching.
2 Manufacturer's recommendations shall be uMized.
3) Do not we air entanining agents m cements.
03200 CONCRETE REINFORCEMENT 5. SURFACE COKIPON:
o. SURFACE
1. Reinforcingbare shall conform o ASTM A615, Grade m. 1) Remove dirt, ell, gave, and foreign dotter.
2) Surfaces must be sWctually mood. Remove chip d, polled, and otherwise
2 Welded wire obric shell conform to AtiTkl A185 and shall be 6" x 6" x W1.4 x drfective concrete.
WL4 unless noted otherwise. 3) Presoak the concrete surtace. Surtace must be stomp but unpdalee.
3. Bar supports shall be pbsuc mated Clan C for all topped concrete, Clan A 6. APPUGATION
bright basic for all unexposed concede. a. BONDING COAT:
4. Preside all other necessary standard manufactured products and embedded I) Coat concrete surface with unmixed Wtex Emulsion.
items as required. Must be approved by Architect/Enginxr. 2) Apply in accordance with manufacturers recommendations.
Ill CURING:
03300 CAST -IN -PLACE CONCRETE 1) Protecl in accordance with the mantfodmefs feawnmentattons.
93 Simoke air cure is normal for interior wort
aWOW
a.
INCLUDED:
1) Fumish and install cast in -place concrete as shown or implied by the
Contract Documents.
2) Install vapor border under all interior slabs -on -grade.
2. QUALIFY' ASSURANCE
a.
CODES MID SfANWRDS:
1) All cast -in -place concrete shall conform o all
intend coda, reguldow
and requirements of Me Anderson Concrete InsMarm
Pubfcotions ACI 318
)coal Edition, ACI 306 R-78, 0 214-]], and 91 211 1-81.
2) Concrete testing shall coform ta Concrete Technician Cer4Ncti on
Committee requirements.
3) Placement in extreme weather conditions still comply with ACI publloatgons
AD 306 and 305.
3. MATERIALS
a.
CEMENT: ASTM C150, Type I m II
b.
FINE AGGREGATE: ASM C33
c.
COURSE AGGREGATE
1) ASTM C33 with maximum size:
(a.) Ox-fmh of the none) simenion between saes/forms
(b.) Home fourths of the minimum clear spacing bewan reinforcing bars
a between teas and forms
a Crashed shone for sidewalks curbs exterior slab and stairs.
WRIER: Clean, fresh, Potable
e.
e.
NA ENTRAINING MIXTURE: ASTM C2m
f.
Concrete shall not exceed maximum chbnitle ion content for corrosion
protector as defined in
Table
Aly
g
allow
ash not allowed unlen the mix design cMifies that the background fly
ash
at
pih rdiotwn in ro hi r Men the cement of aggregate on a weight
o She 99re9 per 9
bwiA.
III.
Sealer/curing compound shall be ASTM Type stem and shall be used
material.
under a area to receive finish floor material.
I.
Ex ansion alai
p
s shall be 01752 Type III TIEitumen n self
p Yp expanding
con ands with
PP
en
local resin binder. re me
m94 bitumen based preformed
, wad
joint material maybe used in extend walks Ely.
the
I '.
s shall be 20 osu c er M leer . freak PVC fiat ni d
p pp m my
Win
dud t kfar's n
fen dumbbell wateno subject to AlcHtect Fn inar'a mlex of sizes and
p 1 / 9
shin Pes
c
RELEASED FOR CONSTRUCTION
Joint natant shall be A.C. Hots Company, "No Truk" 2-pad pdysulfide for
"Hamee:
Aahwn w Ma entice) joints.
.
Wine reducing admixture shall be ASYM C494-A ASIM 494-C m E for
Subject to compliance with all regulations
acmlerotom and AS7M C494-F for high range water reducers.
of State and Local Codes m
Vapor bamer shall W specified in Section W1m.
aY, City
of Camel
lVT�1]tON yDA�
DATE: \ 09/10/19
-
4.
03603 EPDXY GROUT
a
5. n
I. WORK DESCRIPTION
a. Fumish labor and material to h ant repair existin concrete.
plc9
2. QUALITY ASSURANCE
a. ACCEPTABLE MANUFACTURERS
6'
1) imh DInsim Corbeline
a
2) Sikes Comarotion
CONCRETE UNIT MASONRY
WORK DESCRIPTION
m. WORK INCLUDED:
1) Pash, install, and clean concrete unit masonry i shown or implied by
Me Conbad Documents.
2) Install all masonry accessories required to completely install concrete unit
masonry.
QLkNIIY ASSURANCE
a. CODES MID STANDARDS:
1) Construct masonry to mat requirements of Uniform Building Cade (current
ed,Bm).
2) Use products which coforre to American Society for Testing Materials
(Ai spxifiodam:
o. ASTM C129 - Non-looebxring concMe masonry units
b. ASM C91 - Masonry cement
CONCRETE MASONRY UNITS
a. NON-LOPDBMING UNNS:
1 ASM CI29 T I & II
P
2 Nominal face dimensions; 8" x 16" x width
3 Lightweight units
4) Bullnwe Eater units
h. mND BEANS:
1) Bond boom reinforcing shall be all a minimum m AS bar foretes.
Lap splices shall be staggered.
MORTAR BEDS
a. HOLLOW UNITS:
1 with full manor coverage on horizontal and vertical face shall
Lq
2) Provide full mortar coveage on horizontal and vertical (ace shells and
webs in all mourns of beginning:
(a) Storting course on footings and sold foundation walls.
(b) Where adjacent to cells or covitia to be filled with grout.
b. SOLD UNITS:
1) Lay with full molar coverage on horizontal and vertical joints.
JOINTS
a. HDRIZONT& AND VENTKAL ACE JOINIR
1) Nominal thickness: 3/8"
2) Construct uniform pints.
3) Shove veRiwl pints tight.
4) Point pints tight in Managed masonry below ground.
BONDING
a. ALL MASONRY:
1) Running bard typical.
BUILT IN WORK
a. O]ORDINATKIN:
1) Install boNs, anchors, nailing blocks, inseral frames, conduit and other
built-in items pi masonry work proposa s.
LIMESTONE
ORK DESCRIPTION
. WORK INCLUDED:
1) Fnish, install, and clean bmestona wdetable and column cap as shown
or implied by the Contact Documents.
2) Install all masonry accessories required to completely install limestone
watenable and column caps.
QUNTTY ASSURANCE
a CODES AND STANDARDS:
1) Construct as required to meet requirements of LlnRorm Building Code
(current action).
2) Use products which cantorm to American Society for Testing Materials
ASTM) specifications:
a. ASTM - Nan -land bearing limestone
Is. ASTM 091 - Masonry ceded
WTERWS
a. LIMESTONE WATER TABLE:
1) INpOMA LIMESTONE: ASTM C 568 Cassification III High Density.
2) Grade & Calm Standard, Buff as established by N.
3) Finish: Smooth
4) Size: 4' x 4" with ? Top Slope. Refer to de xis in CDs.
b. LIMESTONE COLUMN Cl
1) INDIANA LIMESTONE ASIM C 568 Classification III High Derwity.
2) Grade & Colin Standard, Buff as established by IU.
3) Finish: Smooth
4) Sue: 4" x 7 I with )' Top Slope. Refer to details in Cl
. MORTAR MATERIALS
1) Portland Cement ASTM CISQ Type 1, gray ta Produce minor caw
2) Hydrated lime: ASIN C207, Type N
3) Aggregate: ASIM Cl" White Sand
4) Water: Clean, non-olkol,ne and ptable
d. ANCHORS & DOWELS:
1) Adjustable Anchors for connecting to Concrete: Provide anchors that
allow vertical or horizontal adjustment but resist tension and
mmPressian forces perpendicular lothe plane of the wall.
2) All anchors and dowels shall be 304 stainless steel.
MORTAR BEDS
. tAy wth full =use coverage on horzontal and vertical jamb.
. HORIZONTAL AND VERIIGL TAPE JOKE
1 Nominal theakne s: 3/B
2 Construct uniform joints.
3 Share vertical joints fight
BOLT -IN WORK
COORDINATION:
1) Install bolts, anchan, noTling blocks, Inserts, fames, conduit and other
ball -in Items as masonry won progresses.
05120 STRUCTURAL STEEL
1. At steel shapes and Imes shall meet the re uirements of AS,M A572.
P P 9
2. Square and redan Clan bribing shall mat the uirements of ]SON A501 or ASM
9 9 9 re9
AGape B.
3. Seamless
ess steel on columns shall mat the requirements of ASRI A501 or Atilld
A53, Gabe B.
4. a. AtCmoce
a. unless
machine bdiv and anchor belts shall mat the requirements m AtiTLI AW] req
unless noted diversion.
b. Machine bolls may may be used for mina 'dots cmnmtions.
c. bolts
shop connections shall be tor's accomplished using AtiT11 A325 high Strength
belts or by welding at roman halts option.
U Up ASTM A325 high strength belts fen field connections.
e. Bolted connections shall be accomplished using ASTM M25 hi h strength bofts
P 9 5 9
in baring type connections with threads in shear plane (A125-N).
f. Moment connections as detailed in the Construction Documents are designed
as welded connections.
g. Weabg electrodes shall conforn to ASTM A233, Sena E70.
h. NI connections shall be consisted with Me deign assumption associated with
Type 2 or Type 3 constructions as defired by the American Institute of Steel
I. Ynimumtithickness of connection mrledal shall be 5/16"
5. Shear connections shall be headed stud type, cold finish carbon stal, ASM A18.
Dimensions of shear connections shall conform to figure M-1 of AM Building
Code.
6. Primer point shall be camplobble with the finish coatings described in section
09900, Omit primer from steel encased in concrete, deigned to receive
fireackal from the top surface of the top flange of beams to which floor or
roof deck and/or shear studs are to he welded, and from all non-conodible
fin'ehed angles.
7. Provide all other materials required for a complete and proper installation.
06200 FINISH CARPENTRY
I. WORK DESCRIPTION
a. WORK INCLUDED:
The intent of this Sudden is to describe the performance nce requirements
P
for the installationof Nush wood doom, finish hardware, window sills and
all when itemsmsnot onificcally eescnbd to be installed antler other
Sections of these Specifications.
2. OVAllIY ASSONANCE
a. The quality standards
en for the ante a pad f this n Institute (AWI) shall
espy and by reference ore made o pad of this SpecAicmion.
b. Fwmddeh 4 Emission levds:
I Pare= Comply
NPA 8 ComplianceWA
2 Medium Density F: HPMA IAA 9 Compliance
Compliance
3 Hordwoed Plyraod: HPM/ FE Compliance
3. MATERIALS
ou
a. Materials apcRed o other SecOon are installed as Won of this Section.
4. SURFACE CONDITMNS
a. INSPECTION:
Q Poor N all Work of this Section carefully inspect the installed Work of all
other aplkmble trades to worry that all such Won is complete to a
point whore this installation may property commence.
2) Report all incomplee Won to the Nchiled/Engineer before beginning Won.
3) Verify that finish camentry may be completed in staid accordance with
the original design and all pertinent codes, regulations, standards, and
requirements at this Section.
4 NI finish carps" UWon shall be left n perfect condition to receive
finish. Sand surface smooth and clean off all and.
5. MILLWORK INSfAllA1MN
a. GENERAL
1) All finish carpatry shall produce joints We, Oght and well deniled with all
embers assembled in accordance with Me drawings.
b. JOINTING:
I) Make all joints to conceal shrinkage; miter all interior comers; cape all
interior comers; miter or start all end -to -end joint.
2) Install all tom in pieces as long as possible, jointing only where a Iit
support is obtained.
e. FASTENING:
1) Install all items straight, We, level, plumb, and firmly anchored in plum;
where backing or backing is required, coordinate as necessary WO other
traces to ensure Foamed Of all required backing and blocking in a
timely manner.
2) Nail tom with finish nails at roper dimension to hold the member firmly
in place without splitting the wood.
3) On exposed finish wink, ad all nails for putty.
4) Sum, do not drive, all wood screws except that screws may be started
by driving and then acixed home.
6. FlNISH HARDWARE INSTALLATION
a. Install all items of finish hardware in accordance with Me manufacturer's
templates and instructions.
b. Mount all finish hardware items at heights described in Sed or 08710 -
Finish Hardware.
c. All finish herdwore in connection with woad doom shall be fitted, snored,
add replaced after the doors have been finished by the pointer.
d. Protest all finish hardware from bein damaged, comound a in an
9 9 era
made unworkable.
]. DOmt INSTPIIATIDN
a. NI doors shall operate freely and smxothly without binding or Dabbing frame
or floors. Do not install doers which exceed warpage requirements set faro
in Section M210 -Flush Wood Doom.
b. Anchor doom firmly into PAM for long life under had use.
c. CLFM E:
1) Dams shall fit opening with the following tolerances:
(a) Top: 1/8"
(b) Sides: 1/8"
(c) Bottom: 1/4' to poor covering or threshold
(it) Margin (double doors): 1/8"
07210 BUILDING INSULATION
2.
b. CODES AND STANDARDS
1) concrete wifh epaxy grow and epoxy
shall mnbrm 04415 THIN STONE VENEER
toRepairingre of
all Specifications
rN SPx
far
fpu Reaching Concrete 1.
Rea
ep 9
WOW DESCRIFITON
503.4rd
A Epoxy MORars (AD50lD Latest Edition, published by the
y Mortme
a INCLUDED:
INCLmm:
sta Michigan, except pi mndMd by
American Concrete Institute, ect
Am
1) p install, and aeon lightweight veneer facade by Case or
1)
the requirements of this project apeciFlmUon.
the sp
Sand as shown or implied by the CoMfad Dmuments, no alternate
Has Documents,
3. MATERIALS
prod
Product allowed.
a. EPDXY GROUT
2) Acid wash existing concrete surface to receive thin stone veneer.
1
3 Install all meson acces mean required to completely install.
monetary req D Y
ard fen roufi anchor bolts w concrete patching mortar (when
P g ( e 2.
INSTALLATION ON MASONRY BORACES:
mixed with recommended aggregates):
Installation of this product shall be in strict accordance with kIVMA's
a i noes Tech Division CoRwline
( 'Fp o sia
instructions ontl with local building requirements.
9
(b) Toch 'BOOS -I:" Co not use far overhead installations.
b.
Ensure mason surface is dean of tlebds pint, release agents or other
bond break matelot that could affect the adherence of Me sane vmxr.
n
c 35 Hi -Mod L
() Corp.m
1 Clean surface acid washing.
by 9
v rhea
I. Do rat use for overhead installations.
1. D
S water on enter clearing to sec if comer beads an the
2 pay 9
)
esnme
surface, if it does clean a can.
3 12.51 Ib 2� 1.4 k gm2 ) lath the
) APPY /Ye (
e 31 Hi -Mod Cch Sikes Corp.
() m
9/ meal mean 9 feq uiremenh of
1. Use
I. Use for oameee imtw
ASM C84] before o I in 9 scratch cant'
inch
I a nominal Inch thick scMch coat of T S or T N mortar
i YM Type
lions.
2) Standard fa patching, filling hdes in concrete slabs:
mMmY
with ASTMC270 to amLath surface.
Pe
(a) Toch ioch Division Carboline
5) ]rhea atone to the scratch coot with
st Me
squeez J" thick bei of Type S
p 122
(b) 5katop 122; 5ka Cam.
or Type N mortar with enough mortar to squaw around the edges of
o
he stone.
3 Due man number of different applications; and veld conditions
m PW �
fin
Neither the scratch coat or theca surface shall ar Visible in the
io
additional products may be required by the Prchited/Enginxr.
man
joints between the donee. Refer o manufactures prepafofian and
4. SURFACE PREPARATION
installation requirements.
a. Surfaces of existing concrete shall be dry and Oradel lly sound prim to 3'
MATERI
N surfaced cannot be deed use a moisture insensitive e
grading. pxY
a. PRODUCT WE Cow Di Sasi 167 maple St le Coo Ohio 44606
p MD k
b. concrete of the perimeter of openings, which will be in
b. STYLE AND TEXTURE: Bela Mend
onsurfaces h
contact with Me rout flu shall be dined. Remove di oil repie ontl
g 4 g
FLASHING: Install all pushing in accordance with local building code requirements.
other foreign molter.
Rod, canosion ream assistant flashing ontl a means of drainage shall be installed
C. Apply cleaning agent lacquer thinner by morns which will not allow spillage
all penetrations and terminations of the stone cladding.Install a wee screed or
and doping an ousting facilities below.
coe approved flashing t base af done prioress td for
PPrwe g a p' moved drainage.
WORK a. WORK
INCLUDED:
1) F N
1) Fumish and install all insulation as indicated or implied by the Contract
DzXumlE M
INSULATION INT
a. INSULATION TYPE I (FOUNDATION INSULATION):
I Description: Fxtredd Dow Cox from ins: Styr
2 Reference Standard: Dow Pretax In Co.: Styrofoam
3 able Monufacturers: Patek Insulations Inc: Paroc Sound
Attenuated Bents
4) Widin W m as indicated E emerge
5 Thickness: I" mnimum or as indicated on drarings
6 Physical Properties:
a. Compressine OreU:25 pi.
th Twl l4/rid Q 0ec. Throw 4degres I. 7 Density: 2.5 Ibs./cu. R
8 Conpbares ASTM C 578, Type M
9 lakdon: foundation rollsbebw few slabs and anterior walls
as indimled on drawings
0. INSULATION ME 2 SOUNDATTENUATION BATIS:
I Description: Mineml fiber sound ollenuation blanket
2 Reference Stardom: USC Intm,ors, Inc.: Sound Adenmlion Fire
Blanket SATE
3 Acceptable Manufacturers: Porlek Insulations,nc: IParoc Sound
Attenuation Balls
4 Facing: Unlaced
5 Wdths. 16' or as Indicated an droxings
6 Thickness: 3" or as indicated on drawings
] ANachment Faction fit in sores as recommended b manufacturer.
8 Ca 25 lbs. cu. R
y /
93y{(+ Captain ASTM C665 T 1
1 P Yp
10 Locafion: Full height in all sound walls as indicated on drawings
9 9
c. INSULATION TYPE 3 SAANG INSULU'll
I description: Mineml fiber semi-rigd blanket
2 References Standard: USG Interims, Ira.: Themefber Safing Insulation
3 Acce wile Manufacturers: Patek North Abandon, Ira' Paroc Solin9 meal
p
4 Facing: Foil faced of exterior wall
2(( : Omr imersection. UnfEd of interior
I /
0 Ie through Ira ono.
5 Density: 4.0 lbs. cu. ft
6 ThTckneae: 4"
] Weths: 24"
8 AHvchmem: Ga1dnized sled satin impaling all s
9 P 9
9 Compliance AThe mar Class I ASTIX coin rieh smoke seal
p (c )
10) Smoke Seal: Thermofiber smote seal caulking compound as indicated on
drawings
07210 BUILDING INSULATION (Continued)
11 Locations As indodd an dmwin s. NI interiormodel -Ulu" locations.
S
tl. INSULATION on 4 (EXTERIOR WALL INSULATION):
1 Oescripfion: Thermal Bolt
2 AdamnL® stm ll ems-Cami
3 Facie : 16 faced.
9
4 Micb 16" or 24" to match studs in pac 4
5 dochmen Full stud ft in to
s.
6 Attachment Friction fit in studs usingaahesix wire a mete) pi
stops
fee manufacturer.
7) aresistance: by sidence: ASM C518, R=19 0 for walls.w
8) Loxtistel ms: N indicated an drawings, and all exeror netts.
e. INSULATION ME 5 (SILL SEAL):
1 Description: Gork ell foots imulmion in unlaced mlls.t
2 Rderenca Shell Insulation Corporation of Amedoa; Sill Sal.
3 Size: Y" x 100 fool adds in the width as required for the will size.
4 Laid Install btwen sill plate and manner rack
3. a. D CRIFT E13
a. 1) 10Pmilli
1) ID millimeter vapor fetamell toinstall continuously der insulation on
intents, face of exterior walls. Pinp ch penelratims at existing exterior walls.
07260 VAPOR RETARDER
1. WORK DESCRIPTION
a. WORK INCLUDED:
1) Install unessidb vapor reorder under all new slabs on grade and
where section of exisfing floor slabs are removed for new won.
2. UNDERSLAB VAPOR WTARGER TPPES
a. Bituminous Vapor Reamer. ASTIM E1993.
b. Pario Vapor Reamer. ASTM E1145, Class A
c. Seam Sealing Tape: Provide manufacoreis recommendd more sealing tope.
d. Adhesive: Provide manufacturers recommended waterproof achieve.
e. liquid Wateryroofing Membrane: Type recommended by vapor retarder
manufacturer for sating around penetralions.
3. PREPARATION
a. Comfort ranter fell oat which the w Por retwder will be installed. Granular
9
fill must h relndvd etsoath free might
la stone lea nails and other
Y arggee � 9 •
Image objects and materials That mi M nctua the film.
tie 1 9 p
4. INSTNUTION
a. Al new interim slab:
1) Install in compliance with ASTM E 1993.
electively smooth, fine from Wage dance, glass, nails, and other large
W' cis and materials that mot mature Me film.
W gM1 P
2 Se section at lam r
P
3 Seal va r retarder around all ro' duns ubro I.
p P R through
4 Take care to not dieMm the co des nbebala dud w retainer
rope rq pm
instvllation.
b. Replacement at finish cuts:
I) 6 inc excurage antler slab
po fill armed pdmelm of the opening o expose
6 inches af existing vapor reamer.
2) Install ser vapor Maurer pi requMed for new, with a 6" minimum lap with
the y sesng vapor answer,
around
3) Apply seam making face around the perimeter of Me lopped joist al and d
aroune penermiona pi requires fen genre) installataion.
07420 STANDING SEAM METAL ROOFING
1. WORK DESCRIPTION
a. WORK INCLUDED:
1) Fumiah and ostall aluminum standing seam metal roofing as indicated
or implied by the Cartel Documents.
2. QUALITY ASSURANCE
a. Reference Standard: ClickLock
b. NI wan shall comply with the following:
1) AAM 621 High Performance Organic Contexts an Coil Coated Hot Dipped
Golwnized Seed Suhtmtn.
2)ASCE 7 Minimum Deign Lands fen buikings & Other Standards.
3 ASTM A755, ASIN A792, ASIM COT, ASIM 02244 & D4214, ASTA E1592.
4 Ul Clan A fire Ming
3. SUBIRTAS
Submit samples showing moor squatted.
b. Submit nnnufadural data on imollation ant performance cderio.
a Warranty information.
4. MATERIALS
a. Aluminum Standing Seam Roofing System:
1) 12" Narrow, panda 1-7/8" fall clicklack scams, with fastening clip Had allow
fen metals natural expansion and contrad'wn without causing ripply or bacMes.
5. „Prree �amaa holdings & Acces ones
4) Ul Clue A fire rating
5) Color. To the nkded by Archived from manufacturers standard colors.
b. Aluminum 032" thick panels and matching accessones.
c. Finish: W coating technology; baked an protective prime and I 500
rain based plynnylidece Oupride resin caning.
s Ial NSTALLATIONaI�N Par manufacturers instructions.
0Ts40 FULLY ADHERED TPO MEMBRANE ROOFING
1. WON DESCRIPTION
a WORK INCLUDED.
1) Won required under this Section indutles furnishing and instalfng fay
mean 60 mil white TPO membrane roofing system Per ASTM D4434 and
ASTM FOR as indicated or implied in Me Cmboct Documents.
2) Substrate board and Patches
3) Tapered insulation boards per ASTM C-578 with standard 1/4 inch per
foot slope.
2. QUII ASSURANCE
a. SOURCE LAWONS:
1) Acceptable Manufacturers:
(a) Conde Spin Inc.
(b) Firestone Building Products
(a) GAF Materials Corp.
2) Obtain components fen membrane roofing system from approved roofing
membrane manufacturer.
(a) Regulatory Requirements: Provide membrane right materak with the
fire -test -response characteristics as determined by Ul, FNC, w other
tell and inspecting agency acceptable to the authmilies homing
jurisdiction.
3) Wind UpliA: Provide roofing system designed to comply with HIS MO Clam
LAX, and pMmete III and ministry attachment in cwnplmw with
NO 1-49,
Warranty: Manufacturers dandam form, without monetary )instal , in which
manufacturer agrees to inpair or replace components of membrane roofing
system that fail in materials or workmanship within 15 years from the dote
of substantial completion. Failure induces roof )nook
3. SUBIAnrS
a. PRODUCTS:
1) SibmN manufaatoeis product data, letter of arDUcial m method
laboratory test report for each material or cambinafion of installed materials.
2) Submit manufacturers instructions for maintaining rootng system including
trouble shooting or mlualon guidelines, re air Pmdud warren ty
requirements fegaming rmf system repairs.
4. M41FNherm
a. Thermoplastic Po lefin Roofing Membrane: Fabric or mom reinforced Uniform,
P yes 9
OmLle shed
Id. Ica lie Coast lashin
ry
1) seflashing e. some matedmis, type, reinforcement UicNness, and color pi
sheet membrane.
2) Nanufmlurers solvent hosed bonding adhesNe fen membrane and ban
(lashings.
3 Middy adds steel
meal termination bars and meal battens
)
4 Facto crated steel fosleners and coda) or plastic fates coatin mrwion
ry p P 9
resistance revisions is in MID.
P
5) fMiscellaneous Accesada including cover
pourable seders, preformed corner shed
Aashin s teaninatim Ids cover strips,and other accessories.
9• re9
5. DEDUTION:
a. InaMll substrate and with long pints in s stagoua . Tghtl lies,
ndlto rmf eta with and 'Dints sta ad. T butt substrate
PerPe Pes I 99e 9M1OY
bowels together.
me
0. Comply with membrvne raafng system manufacturers xriHen instructions to
installing roof insulation.
c. Install cover beams over es with
with Ian Ina in continuous wgyb ff c m lines
9k9
perpendicular er roof slaps o a and Joints ataggeedd. Lswsey buff came
beams together and fpiM M roof all
07520 CANOPIES
1. WORK DESCRIPTION
a. WORK INCLUDED:
1 Fumish and install holdingsupported metal canopies including facis
PP p 9
channels decking, tension rods and attachment hamwapi re indicated
r implied
by the CaAlad Documents.
2) Bass of is of Deign: MASda A ArchMralDal Unopies,21 Randolph Ave., Avenel,
N
2. E:
a. Al
a. Aluminum Aswdation M Doc 45 s Designated S eat fen Pembmi Flnishes.
( ) 9 Yd
Is. Alcerloan is oil Test
Nanufacorers hsaciolon (Orga) 2Co Performance
Formal
and Test Procedures for Mgmeded Organic footings an Architectural
Ex e6cros and Panels.
Civil
ca Americm Societyry of Cinl Engineers ASCE 7 Minimum Desi Idea for Buildings
and Other Stri dorsal (Al
s. 9 ( ) 9A 9
Q B221Us - Standardan Tubes flan or AVminum and Numinum-Nlcy Extended Bars,
Rails, - Stan end cubes
2) B429 - Stardom SpeaAimtion for Numinum-Allay FxMxkd Wpe and cube.
3. SUBNIRUS
a. Submit samples showing color specified.
b. Submit manufadureis data on installation and performance credo.
a Warranty information.
4, PRODUCTS:
o. Contract Documents are band on NASA Architectural Canopies
b. Acceptable Alternates: Citadel Architectural Produds.
c. Aluminum Enhanced: 3221 & B429 W61-TB511 alloy & temper.
a. Hardware: NI fasteners shall be stainless steel for corrosion resistance.
e. Froming and Profile: Refer to Construction Documents fen details.
I. Mounting:
1) Hanger Rod Supported - 3" x 2 r x I" I -Bain Outriggers
(606146511) W/3/4" D Schedule 40 Steel Rpe (0150)), Escutcheon
Plate - 6 SW (S).
2) Castlewood - 3" x a x !' SQL Still Tube (A500)
g 20 year warranty
h U.J. Clam A fire rating
I. Color. To the nkcted by Architect from manufacturers rimda l colors.
j. Finish: Fill coatingtechnology-, baked on protective rimer and K m 5m
9Y P v m
resin bpietl I in Beene flutide resin coatin .
Pori Y ri 9
5. and SERVICE DOOR Canopies:a. C
a. -Channel FSupp.
b. Hanger Rd Supported
c. 8" min%g 4' -0" des fletm to elevation for lengths.
d. Obxumy Sbcrown. P• 9
e. Downeute.
6. DOCK and SBBACE MR Unpin
a. not Fascia.
b. Continued.
c. 12* Obscurity
by 2'-6" dap, Refer o elevations for lengths.
. Obscurity Saran.
e. No Downspouts.
7. . InsATION
a Install pqer manufacturers o instructions and auuooroved shop dstall i.
Is Feld anco dimensions of supporting sUuddrk at site of installation poor
ta fabncafion.
07600 FLASHING AND SHEET METAL
1. WORN DESCRIPTION
a. WORK INCLUDED:
1) Won required under this Section includes fumiship and walling III
and sheet metal in indicated or implied by Max Contend Documents.
((a)))))) Brick Unit Masonry
(b Asphalt Shall Roofing
c Saano
a Gypsum Boats Aaemblin
e Pointing and Fingang
2 The Contractor shall provide all lobar and material far fidin & sheet
P 9
m a.
3) a De sorest ,ant handling:
(a) Stock sore, and protect twisting,
and sheet airing from damage.
W Stock matelot o prevent twisting, bending, staining or abrpiion.
b. COORDINATION:
1) 1)The
The won at this Section requires close emdit of on with the wan bt other
Sections of rice f ofew oes and Me wan of ether trestles to obtain the
proper sequence of operations and installation of materiols.
2 mMRYEASSURA
NCE
a CODES ply STh all DS
warned
I) Campy with all SWM coda and regulation, Architectural Sheet McMI
MonEl, current SMACN4 and cufant NRG
a PRODUCT
1) Submit manufacturer's product dale.
2) hangings showing material easels, fvscia, dimensions, joints, comers,
&fl
& flashing lacmions and terminations.
3) Guarantee materials and workmanshipworkmanshipfor two years from dote of substantialcomplains.
4. PRODUCTS
m. MWALL )thr FLASHING 1Two
:
1) Tro piecea UN -wall flashing: Stainless Steel dap edge and flexible EPDM sheets.
A 2RS: 1)
1) 24 gauge, galvanized alert with G60 Fluorocarbon coating.
c. DOWNSPOUT.
1) 24 gauge, METLSizd Blal with C90 Flumommm coming.
d. ARCHITECTURAL beim.
1) Sponeels, faSY e, mina mvsn.
2))) Mineral: ya AS aluminum
3) Sheet alloy: ea B2m, 3m3 H14
4 Fnish: Fluorcvrbon
e. ) One ANT
1ne
1) paR urethanegun grade s
f. SELF -ADHERING
MEMBRANE
RANE FatesFLASHING
1) Material:
Grace Ice & Wstength W.R. Grace il Co.
2) Material: Comrade high strength phaft. ylme film mated on one side
with o thick layer of rubberized aroolly
3) From
Location: Below eq redslopledby roof directly ever the nWadS deck.
4 meme ane on required log manufacturer. Wen and ad 3'-0" wide ship at
membrane 0 and lopsly along ram edge, valleys and ridge riHa 6" ovedap
and J 1/2" ontl laps.
5. PREPARATION
a. Prior to installation inspect installed work of pill other loans, nofy all such
work Is complete No the pint where this mdallahn mof propedy dent.
b. Adequately Town fen expansion and mnbacfion in the finished won.
c. Finish seams water and weather fight pen industry standards.
it. Secure to substrate with fasteners 18" O.C. max. spming.
6. INSTNLATION
a. Install thru ll fiashing at lintels, relief angles, over exterior doors, exterior
waders, base of walls, and exterior )surds.
b. Tom up ends of Onhing within exterior walls o form a "water tlom" at
termination of Dashing now.
C. Install as required to Imams wmemght mammon and to maid r gration of
moisture through the flashing.
07901 SEALANTS AND FIRESTOPPING
1. WOW DESCMPTON
a. WORK INCWDEb
Wan annual order this Scotian includes funding and holding sealants as
re9 9 9
tcimplied by Me Comma Documents
a Interior fonts
2) a Contractor shall preside all labor and material for Oreslopping.
a Bodoni shall consist m tsderols implied at in rods and
() opp 9 Wen
pedphdes of all Ore rated mnetructlon as shorn or implied by the
Contract EssentialEssential(b) Winshall shall land el predating at the installations d other trades including
(mxide fi and electrical trade.
c) Paine Metering y of fir died conatim of by great materials to
maintain the integrity of fire Md cand gas n olio the
9 Y by preve g
sn and read o! fire shake and asa.
Pa g�e spread 9
d Com (eel III rib s through ar�at Ue ri of fen rated
() D Y poe 9p phery
coneUwtirk
3) (a) Ducts, Won shell Include specific locatiore for:
(o) Ducts, cables, conduits, and piping penetrating fre-Metl lbw
slobs, and ({eenr partitions.
I
0P 9s
enin between floor slabs.
Vertical songful shots eneafions of floor slabs.
a)) Locations where rated coned in n is specifically shown or indicated
l) P N
on the Drawings w s cried in other sections of the Project
9 po
Mail
ping
4) Fping, erg won shell induce existing Penstrations (ducts, cotes, conduits,
piping, ec.) thmugM1 exis0n9 fire raid <ondNdion (walls, petitions, slobs,
and shales.)
a Won shall include g materials
o aint i nin at fin rate &
() 9 ape 9s Pan
providing firestapping metedals to maintain the integrity of fire rated
mmINL6ca.
b. COORDINATION:
I) The wan f this Section requires clove cworti Of of with Me won of other
Paper s q these Specifications and
the won of other trade to obtain the
Paper sequence of operofion and inrivllafion at maeraH.
Cooler Design
9
Architecture, Planning and Interior
Design
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