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GENER' "TOTES
1. cont-ac—r s,,11 verify lo,;:ation of existin', puil-boxcs
to be reused,
All dimensic,?:ts ar
e curau-- -"zitive an are taken from f-'ni-h
face of `call,
J. it is recc,:�miended that t,�:ie sub -contractor arrange a pre-
iob .,cnce -wi th -ne mia4ry n�enan-e Cr; -a-lerintendent for
confe,
anO F 7�ing any work.
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DRAWN BY
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BRUNING 41268
3: 05 INSTALLATION OF GRAVEL STOPS:
SECTION 5C - MISCELLANEOUS METAL
1: 04 INDUSTRY STANDARDS:
a. Install gravel as drawn or with nails spaced approximately 12 inc es
PART 1: GENERAL
a. GRADING OF LUMBER: American Lumber Standards Committee, Simplified on centers. Do not face nail.
1: 01, SCOPE° Practice Recommendations R-16 V
b, Gravel stop joints shall be spaced 112" and covered with 6"wide
a. Fud-nisii and install all Miscellaneous Metal items indicated on b. GRADING OF PLYWOOD: U. S. Product Standard PS 1-66. joint covers,
r•t___..n .. .1 !„r n„n thw nrawingS, • m.._ ,_..__,. t ,e ,A felt �h all thn„n ha Set nver flange Of gravel
the Ilxawings as specified 11c 1la an v
C. WOOD DOORS: Commerical Standard SC 171, latest edition, as C. ,w� o
b In general, Miscellaneous Metal items include the following: published by the U. S. Department of Commerce. stop.
n d. Provide expansion and construction joints as required.
1, Miscellaneous steel items embedded in concrete or masonry. 1: 05 REFERENCE TO THE DRAWINGS: -
t. Loose angle lintels.
3. Angle frames and equipment supports•n a. Refer to the drawings for material items and requirements not s; 06 GUTTERS AND DOWNSPOUTS: Shall be prefabricated 26 gauge galvanized steel,
4, Trench covers. specified. Manufacture in 1010" lengths with je,prs lapped, Turn out at splash
_, s in p ace 1 clear of the wall with G. I. straps spaced
5< Hardware cloth. as red.
6, Pfct:ct_vr s at, base of b. The Drawings may require material items which differ from these required.
JOINT bl^ HoZd l a
~~' specifications. In such cases, the requirements of the Drawings wi'1Z
7. Truck bumpers. 3: 07 PREFABRICATED EXPANSION 1N1 COVER:
8. Locking bar. take precedence.
9. Conveyor rack. a. Provide "Exapnd-O-Flash" as manufactured by Lamont and Riley,Inc.
10. Cart corral. _ or approved equal, if shown on Drawings,
11, Condenser supports. 2: R U
PART P OD CT° -
. R
12. Metal Canopies. -' �* b. The expansion joint cover shall be furnished in lengths o 1
13. Any other miscellaneous metal items shown on Drawings.,,,, 2: 01 GENERAL REQUIREMENTS: feet or longer with materials supplied by the manufacturer and installed
14. Burglar bars. in accordance with printed instructions.
a. All lumber and plywood shall bear grade and trademark under whose
C. Refer to the Drawings for items required, sizes, quality and
y.y
3a 08 CLEANING: The Contractor shall exercise extreme caution in the
it is produced and a mark of.mill identification,
locations � �,- �,p Y=; handling of bitumen, protecting surrounding work at all times. Excess
WINGS' Submit for approval shop drawings of all items requiring + materiaas shall be completely removed from surrounding work.
1: 02 SHOP DRAWINGS: b. SIZES AND PATTERNS: Lumber shall be surfaced 4 sides. Worked
fabrication. Do not fabricate until shop drawings have been approved. materials shall be S.P.R. R-16 unless otherwise indicated,
1: 03 QUALITY: Fabrication and erection of the material contained within Z: 02 MOISTURE CONTENT: Finish lumber shall be seasoned and shall have not
SECTION 7B - MEMBRANE VAPOR BARRIER
this section shall conform to the applicable requirements of the f over 15% moisture content. PART l: GENERAL
Aisc Specifications for the Design, Fabrication and Erection of
Structural Steel for Buildings. , 03 DOOR FRAMES, Fir, Hem - Fir, white pine. 11 O1 MEMBRANE VAPOR BARk._ER indicated on
2• i 11 M
r `r
f the Drawings as p cified herein.
SCOPE: Furnish and install a EM '' '
I: 04 PRODUCTS n s s e '
_ 2: 04 TRIM: Grade "B" Fir, Hem - Fir, white pine.
ODLICTS
2
a. HARDWARE CLOTH: Hardware cloth for mesh partitions shall be PRT 2: FR: 05 PLYWOOD:
galvanized'..= 2� O1 "VISQUEEN" Polyethylene sheeting, as manufactured by Visqueen Division,
16 gauge, 2/4" mesh,
a. Exposed both sides: A -A ant. DFPA. Ethyl Corporation, or equivalent..
b. METAL CANOPIES:
b. Exposed one side: A-D Int, DFPA. a. Thickness:
1. 12' x 15' unless otherwise indicated on the dfawings.`r,
C. Exterior type to be used if indicated on the Drawings. 1. Under concrete floor slabs -- 4 mil over earth or sand and 5 mil
Z. Located over grocery and produce unloading doors and other, over gravel.
locations as indicated on the drawings. ,' 2: 06 WOOD DOORS: All wood doors shall meet or exceed commerical standard CS
$ 171-58, latest edition, as published by U. S. Department of Commerce. b, Around meat cutting room -- 6 mil unless other wise noted.
s Similar and equal to "custom suspended canopies" for.
grocery and produce doors and "Stock Entrance Canopies ",
p a. Interior woad doors shall be solid core 21 02 JOINT SEALANT: Foster8208 adhesive or Pitt -Corning "INSULMASTIC".
for other locations as„manufactured by E. L. Burns Co., Inc,;,;
Shreveport, LA m'
b. Doors shall have face veneers of paint grade gum or birch unless
r' otherwise indicated on the Drawings. P�.RT 3: EXECUTION
4. Mount 14' 6" from finish grade for canopies over grocery -
and produce doors. Other locations 1' 0" over door head P° 2: 07 FASTENING DEVICES: Where required, shall be no -corrosive of types 31 Ol UNDER CONCRETE FLOOR SLABS:
and sizes sufficient to rigidly secure members in place.
c.4 at b°' O.C.B.W, burglar bars all openings larger than 8 a. Spread sheeting smoothly over sub -grade and turn up the full
_ 2: 08 MARLITE AND KEMLITE: Where shown on Drawings
"Marlite" shall be thickness of the slab at the perimeter.
a
y reinforced fiberglas polyester wall board panels. $ponds to be 48" b Install with minimum end and side laps of 6 ,
SECTION 5D - METAL ROOFDECK wide and 3/32" thick. Equal
Color to be selected by Winn -Dixie.
Demlite "Glasbord^ panels type BES 485 may be used in lieu of Marlite. a s
Metal roofdeck shall be 22 gauge, 1-1/2" deep, intermediate rib steel 31 OZ AROUND MEAT -CUTTING ROOM:
with manufacturer grey primer. Deck shall be manufactured and installed : DIVISION 7 - MOISTURE PROTECTION
e ""p""
in accordance with steel deck institute specifications. (Type )• a. Apply to ceiling joists' and studs of Meat - Cutting room and
SECTION 7A - BUILT-UP ROOFING FLASHING AND SHEET METAL
elsewhere indicated on the Drawings.
SECTION SE - METAL FASCIA' PART l: GENERAL
-- S CTIbN 7C-SEALANTS
5EE DRAWI046-F90NT ELEVATION SHEET" 01 SCOPE: Furnish all labor, materials and equipment necessary to apply
and install BUILT-UP ROOFING, FLASHING AND SHEET METAL work indicated P*RT 1: GENERAL
on the Drawings as specified herein. SEALANT indicated.on he Drawings as
1t 01 and install all SE
install
SCOPE: Furnish a � � � �n s
02 REQUIREMENTS: Roofing contractor must be approved and shall i specified herein.
SECTION 6A - ROUGH CARPENTRY ;.,.DIVISION 6 - CARPENTRY his work in accordance with recommendations of the manufacturers. Any
work installed that is not in accordance with the requirements of
PART 1: GENERAL r„ „<., the manufacturer of the roofing materials shall be corrected at the li 02 APPROVAL: Submit proposed product to the Architect for approval
before using. Do not install materials until approved.
expense of the roofing contractor.
l: 01 SCOPE: Furnish and install all rough carpentry indicated or required, It 03 GENERAL:
as specified herein. "" "" "°' '" 1`. 03 GUARANTEE: The roofing contractor shall guarantee the builtup roofing i g for the Locations of the various
and sheet metal work against defects due to workmanshop or materials for a. Refer to the Drawings t'�peC
1: 02 STORAGE: Store all materials off the ground and under cover a period of two years. Guarantee shall be in writing, deliverP d to the of sealants required.
1`. 03 INDUSTRY STANDARDS: " Architect before final payment.
„« b, Seal. all openings, expansion joints and fleshings and all ether
M- 1; -0INSPECT?ON OF DECK: Before starting roofing, all roof surfaces shall be places necessary to prevent the entry of storm water.
a. Grading of Lumber: American Lumber Standards Committee, Simplified '• 1
Practice Recommendations R 16. carefully checked. It shall be the roofer's responsibility to c. Sealant work specified under this section shall, in some cases,
determine whether or not the roof deck is in satisfactory condition be accomplished under other sections of the specifications.
b. Grading of Plywood: U. S Product Standard P$ 1-66,``, to receive the roofing. Application of felts constitutes full
acceptance of the roof deck surfaces by the roofer and manufacturer d. Installation of work indicates _ r facceptance of job conditions,cr
PART 2: PRODUCTS of the roofing materials. Contractor shall be responsible or satisfactory results,
2: 01 GENERAL REQUIREMENTS: All lumber and plywood shall bear grade and TS PART 2: PRODUCTS. 1, 04 HEALTH PRECAUTIONS: Observe precautions recommended by the manufacturer.
trademarks and mill identification. All framing lumber shall be
_..__ a___ ,ne _ c t 1 RnnFrur. MATFRTAT_C: Rnnf cyctem and all material used therein shall meet It 05 APPLICATION AND GUARANTEE:
Seasoned t0 a moisture CV rlt eiit not c.«.ccuiars io-o, oar, l,r$. f? ..umber .. Z.: 01 ROO T-, .. .,.._... ,. _..__
to be painted. the roof manufacturer's requirements for a 20 year bondable roof.
Approved manufacturers are Koppers; Celotex, Bird, Phillip Carey, and a. All sealants shall be installed by approved applicators,
111A I ""n n Pc cr rn Lr mn IA mL n!" LLTMU Ep• A 1 1 1iFi Prl nr nntPd "p,T " Sball ' 4Qhn5 ManVlIle.
G VL rflLJJUA.S: aAl.nilr✓ Y-""-_--
be pressure treated with Osmosalts, Osmose K-33, Wolmansalts or Celcure; b. Guarantee: Written guarantee shall be provided for a period of
2: 02 GRAVEL: Dry light colored gravel conforming to ASTM C1863. Minimum not less than five (5) years from date of acceptance. Contractor
2: 03 CURBS, SLEEPERS, HAILERS AND FURRING: rate of application - 400 pounds per square. shall be responsible, during guarantee period, to repair and replace
defective work and other work damaged thereby at no addition cost to
a. Yellow pine, 1200 f, "pressure treated", shall be used when i 2`. 03 PLUMBING SHIELDS: 4 lb. sheet lead.£.,. ishe„d by 1>4mbing contractor and Owner,
contact with masonry or concrete. installed by roofing contractor.*000
2: 04 FRAMING LUMBER: ;, 2; 04 BASE FLASHING: Shall be 20 year bondable construction, as recommended by- .,PART 2: PRODUCTS
built-up roofing manufacturer.
a. S4S No. 2 (1200 f) or better, pine, fir, cedar or spruce.'spruce.'3 01 SEALANT TYPE 1:
2: 05 COUNTER F.LASHINGS: Galvanized•iron, 24 gaugey a SEAL MATERIAL. A one part silicone rubber sealant.
b. Framing lumber in contact with concrete slabs, concrete or masonry ANT
surfaces shall be "pressure treated" a 2: 06 PITCH PANS: Galvanized iron, 24 gauge. _
w ,
b. SEALANT MANUFACTURER: General Electric Company sealant, or Dow
2: 05 FASTENINGS: #`" 2: 07 NAILS: 1 1/2" square cut nails, nail tit. Type A. "' Corning 780 Building Sealant.
a. Furnish all anchors, tioI.ts, nails, screws'braces;'"efc. require' 2: 08 ROOF INSULATION: Rigid fiberboard, SNAtLoF CEIOTEX"rHERMAK' [Aiµ_j4pt 6 nicK. 6=ot0 C. Type 1 sealant shall be used for porous materials, concrete,
for the anchoring of all carpenty. and g=tD.O.The roof -ceiling assembly must provide a "u" valve of .065 or less brick, etc.
PART 3: EXECUTION „__ ..,;_, r, 2: 09 GRAVEL STOPS: 26 Gauge galvanized iro 2# 02 SEALANT TYPE 2:
3: 01 Install all rough carpentry in strict accordance with details or as 2: 10 GUTTERS AND DOWNSPOUTS: 26 gauge galvanizedViron. a. SEALANT MATERIALS: A one part butyl rubber sealant permanently
1 required by the Drawings. "'NOW"flexible. P
I�Alk PART 3: EXECUTION
3: 02 I;astall all framing closely fitted and accurately set. Reinforce; b SEALANT MANUFACTURER: R.I.W, Butylseal, DA Butyl -Flex, or Hornseal,
openings with headers. Bridge as shown or required. 3: 01 APPLICATION OF BUILT-UP ROOFING:-
c. Type 2 sealant shall be used for glass, aluminum, ceramic, plactis,
3: 03 Rigidly bolt all graver stop mailers to concrete. „ „. ,;., ,.,... „_ a. Install only when temperature is above 40 degrees F. etc.
g P Apply p finish in a continuous operation over any one :'1 ART 3: GENERAL
3: 04 Secure all furring with fasteners to provide a secure installation. b. A � built-up roofing
area. .,o0wimiI on the Drawings. 'Continuous length bearing to bearin k _ .., - _.. Apply primer and sealer where shown or specified in strict accordance
3. 05 JOIST. As noted g g g g_ 3� O1
c. Where splicing is necessary due to carry over; `lay cover ply and ' with manufacturer's recommendations. ,
3: 06 PLATES: All plates shall be same size as studs; single at bottom and ,!, mop well in place. Cover ply shall be removed when starting again.
( double plate at top. For cut plates use strap irons across the cut:
3: 07 STUD WALL FRAMING NOW
d
• Prevent traffic from using built-up roofing.
-e. Attach base sheet to substrate in accordance withled roofin
a. Studs spaced 16 inches on center -Of as detai,t manufacturer's specifications. S�CTION 7D - BUILDING INSULATION
f Horizontal blocking at the mid -point of each stud wall not over 4'0'' V f. If rigid insulation is indicated, lay no more than can be covered in �T 1: GENERAL l
b g P
a da 's work, Protect insulation from moisture
apart vertically.
Y
y ''1: 01 SCOPE: The work in this section includes the flexible blanket insulation
3: 08 JOIST CROSS -BRIDGING: Cross -bridging shall be made of 1" x 3" strips :`"02 INSTALLATION OF BITUMINOUS BASE FLASHING-ii above the acoustic ceiling and the polystyrene insulation in the walls
not over 810" between rows. and ceiling of the meat cutting room.
3t 09 LINTELS: Unless otherwise noted spans up to 4'0" -two 2 x 4's; 4' a. Over roofing felts covering cants, apply 4 layers of bituminous
0" to 5'6" -- two 2 x 6's; 5'6" to 710" -- two 2 x 81s; over 7'0" -- `;,plastic cement and 4 plies of flashing strips with each strip stepped 1: 02 SAMPLES: Submit samples of building insulation when requested by
2 x 101s. above preceding strip and on wall so that last strip is immediately the Architect.
r below to Fire retardant treatment: All lumber indicated on the Drawings as l nail cantof metal counter flashing. After strips have been set, . 1: 03 IDENTIFICATION: All insulation materi
3> IQ al shall be properly identified
fire treated shall be treated in accordance with AWPA C27B.. g on the package with the manufacturer's name and R value.
b. Over surface of strips, apply trowel coat of bituminous plastic
P L PA01 PPQT711CTS
.. cement into which embed mineral surfaced roofing layer fr=vm vase rn+2:
SECTION 6B FINISH CARPENTRY AND MILLWORK," tof cant up wall surface to below tog of metal cap flashing.
., 2: 01 BATT INSULATION ABOVE CEILING: Provide fiberglas insulation with
-` `ace on
PART 1: GEN�R.A :' - c. Nail base flashing 8" apart in mortarsmall joints or wood nailer. minimum thickness of 6 inches. Insulation be of
on¢ side.
1: 01 SCOP`'' �" ""' "'"' `r "' "` '°• 3: 03 METAL FLASHINGS AND ACCESSORIES:
2: 02 FOAM INSULATION FOR WALLS AND CEILNG OR MEAT CUTTING ROOM: Provide
Install metal counter flashin and accessories as specified and polystyrene foam insulation equivalent to Dow Chemicals Styrofoam FR
i� a. Furnish and install all finish carpentry and millwork on the``;.. a. In g
Drawings or specified. indicated on drawings, board. Mastic adhesive shall be Dow Chemicals Mestic No. 21,
b, Wood doors, finish hardware and door grilles shall be installed b. Shdping triming and hand seaming to be done with the proper sheet Zt 03 Omit.
under this section. metal working tools, with allowances for expansion and contraction
2F 04 RIGID INSULATION FOR METAL DECK: Provide or�1. layer of 1.4�thick rigid
to avoid bucking and/or fullness.
1: 02 SHOP DRAWINGS: Submit shop drawings for approval prior to fabrication. fiber bo,iid insulation over metal deck. G - o.ioTarn R=10-0.
C. Install all base flashings, counter flashings, ana paten plans tor
1: 03 DELIVERY AND STORAGE: all ducts, pipes, conduit, supports, etc. run through the roof deck. PART 3: FXECUTION
a. Deliver finish lumber or millwork to the job after all wet trades 3: 04 FLASHING PLUMBING VENTS THROUGH VENTS THROUGH ROOF: Vents through 3. Ol=o:lo':i:� manufacturer's directions and recommendations for proper
are complete and building is closed in. roof shall be flashed using 4 lb. lead not less then 20" x 20". Roof installation of materials is necessary.
flashing flange shall be secured with appropriate nails. The metal
round. flashings shall be coated with hot bitumen, then imbeded a strip of 31: 02 Install two 1" Styrofoam boards with mastic #11 as an adhesive
b. Store materials off the g
felt, approximately 4" over the nail course. The first felt shall be between layers around cutting room.
C. Stack°doors and plywood in accordance with the manufacturer's coated with bitumen, then imbeded a second strip of felt 6"
wide, covering the first. layer, Over this apply a final coat of 3: 03 Install in conformance with manufacturer's printed instructions.
instructions. bitumen, thVia imbed the .`iStraace gave.
e
DIVISION 8 - DOORS, W'1vD0KS, GLASS
SECTION 8A - FINISH HARDWARE
PART 1: GENERAL
1: 01 SCOPE: Furnish FINISH HARDWARE as shown, specified, or required,
1. 02 GENERAL: It is intended that the following iist of hardware or-
ardware SCni30llie or `L I'. `' 1J . ttNx rags ,auY?r all ,Abu-;%r
the project, The Contractor will be required to furnish and
install all hardware required to complete the project, whether or
not it is listed herein. This Contractor shall be fully responsible for
checking the details, in order that all items of hardware shall fit
proper::,y,
is 03 Onllit,
1: 04 SCHEDULE: Submit 4 copies of the typewritten schedule to the Architect
for approval.
1: OS HARDWARE LOCATION:
Hinges - Top hinge - 7" below head t.abbet.
Bottom hinge - 7" above finished floors.
Middle hinge - equally centered between top and bottom.
Locksets Cyl, deadlocks - 44" above finished floor to center.
Know locks 36" above finish floor to Center.
Exit Devices - 40-1/8" above finish floor to center of lock housing,
Door Pulls 40" above finish floor to center.
Push Plates - 48" above finish floor to center, Furnish cutout where
required.
1: 06 GUARANTEE: Contractor shall guarantee, in w,lt4.ng, all materials for a
period of two (2) years after accepted, Contractor fr.;.? replace, at
his own expense, including labor, any items of hardware which prove
defective within this period.
1: 07 KEYS AND KEYING:
a. Provide two (2) keys for each lock.
b. Do not master -key except as otherwise i1,14csted -,I i) rings.
PART 2: PRODUCTS
2: 01 The following manufacturers' material comparable to the specified hard-
ware shall be used unless otherwise indicated on the Drawings.
1. Lock sets - Schlage, Corbin, or Russwin,
2. Butts - Stanley or Hager.
3. Closers - Corbin, Russwin, LCN, Norton or Yale,
4. Door Pulls, Push Plate, Flush Bolts, Stops and Holders - Russwin,
Corbin, Sargent, Brookline, Sargent and Greenleaf., Blyn-Johnson, or
Cipco.
PART 3: EXECUTION
3: 01 INSTALATION: Hardware and accessory items called for under this
section shall be installed under Section 6B,
SECTION 8B - HOLLOW METAL DOORS AND FRAMES
PART 1: GENERAL
1: 01 SCOPE: Furnish and install all HOLLOW METAL DOORS AND FRAMES indicated
on the Drawings as specified herein.
1: 02 APPLICABLE STANDARDS: Hollow metal doors and frame shall be manufactured
according to Steel. Door Institute Y°Recommended Spec.+."ica`_iony for
Standard Steel Doors and. Frames (S.D.!. 100).
1: 03 STORAGE: Do ii and frames shall be stored under cover -sn the building
site on wood sills or on floors in a manner that will r- ent. rust and
damage.
PART 2: PRODUCTS
2: 01 MATERIAL: DOORS AND FRAMES SHALL BE FABRICATED FROM STEEL.
2: 02 FINISH: Exterior metal surfaces shall be cleaned and given a coat of
primer,
2: 03 DOORS:
a. Clearance. Single swing doors shall have not more than a 1/8"
clearance at iambs and heads, 1/4"clearance at meeting edges of pairs
of doors, and 1/4" clearance at bottom,
b. Metal thickness. The lace panels shall be 18 gauge.
c. Internal Construction: Construction of the door shall be in
s__ _ t «c n Fart,yrarP c ctnndarrl practice.
a l.. l:niCi Qll l.G wi ui uac, „c o eau - r- -
2: 04 FRAMES:
a. General: Frames for doors snall be combination buck, frame and
trim type, according to drawings.
b. Frame Thickness: The sheet metal frames shall be 16 gauge steel.
C. Frame Anchors for Wall Conditions: Provide a minimum of three anchors
per jamb, 18 gauge steel
d. Floor Anchors: Provide 16 gauge anchors at the floor.
2: OS FIRE DOORS AND RELATED FRAMES: Fire door and frame assembly shall be
in accordance with the ASTM designation E-152-41. The label shall
indicate the fire test rating for the door,
2: 06 HARDWARE:
a. Doors and frames shall be reinforced, drilled and tapped to receive
mortised hinges, locks, latches, flush bolts and concealed door closers
as required.
b. Hardware shall be field applied,
C. Reinforcings and preparation shall be located as shown on 'iabie `
of the Standard Door Institute "Recommended Specifications for Standard
Steel Doors and Frames (S.D,I. 100)", subject to individual
manufacturer's variation•
PART 3: EXECUTION
3:. 01 Frames shall be installed plumb, rigid and in true aliignment.
3: 02 Doors shall be fastened for maximum effectiveness and appearance.
c mOR conRrT cry ., ('F?vt
SECTION oC -
PART l: GENERAAL
1: Ol SCOPE: Furnish and i.nstall STOREFR1;" . uYSTI t -tci, wa3tec_ o:r the
Drawings as specified herein.
1: 02 SHOP DRAWINGS: Submit shop drawings,
1: 03 CLEANING: Clean and polish all work at the completion, as recommended
by manufacturer.
1: 04 GUARANTEES:
a. Guarantee shall include water tightness and defect's due to
materials or workmanshop,
b. Guarantee over door closers for two (2) years. Guarantee Snail Ue
in writing.
1: 05 APPROVED MANUFACTURERS: Equivalent sections of other manufact'rers ';ray
be substituted. Contractor shall submit data as required to give
evidence that the requested substitution is equivalent. Storefront
sections shall be as manufactured by the Amarlite Corporation.
Kawneer Company, or Pittsburgh Plate Glass Company•
PART 2: PRODUCTS
Z: 01 ALUMINUM SECTIONS: Shall be of 6063-TS extruded aluminum -alloy, free
from defects that impair strength or appearance.
2: 02 FASTENINGS: All fastening devices and internal components'shall be
of stainless steel.
2: 03 GLAZING POCKETS: Vertical and horizontal glazing pockets shall provide
a 1/2" glass grippage•
2: 04 GLAZING: Provide elastomeric gaskets on all sides of g a c e.`.
2: 05 FINISH: All exposed aluminum surfaces including brake eta, shall Ale
alcoa specifications '-04 A-1 anad�1'=d treatment or ;'.qu. ,c, ent.
7
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S: EXE(
3; 01 inspect job conditions and do not proceed until satisfactory `conditions:
exist.
31 02 Cut and fit all material accurately with tight fitting joints. Horizon
members one piece with unbroken face outside and inside.
3: 03 Anchor members with fastenings of sufficient size and quantity. Allow
for expansion and settling.
3t 04 Properly align and adjust entrance doors. Adjustments on doors shl,1,
be made at no additional expense to Owner
31 05 Manufacturer's flashing shall be provided to allow the system to
drain.
3: 01 Tightly seal between aluminum and adjoining materials with specified`
sealants.
ON 8D'-GLASS AND GLAZIN(
1: GENERAL
1: 01 SCOPE: Furnish and install all GLASS AND GLAZING work indicated on`',
the drawings, as specified herein.
1k 02 APPROVED MANUFACTURERS:`r
a. Pittsburg -Plate Glass
b. Libby -Owens -Ford
c. American Saint-Gobain
It 03 LABELS: Glass shall bear labels;`
PART 2: PRODUCTS
21 01 Glass shall comply with Federal Specifications DD-G-45a.''"
2: 02 GLASS FOR STOREFRONT: 1/4" clear, polished plate (tempered).
2: 03 GLASS FOR ENTRANCE DOORS: 1/4" clear, tempered; polished plate.
t
2: 04 GLASS FOR FOOD PREPARATION AREAS: 1/4" clear polished safety plate."
2: 05 GLAZING: Vinyl glazing gaskets with gasket joints at top corners only.`',
Secure with snap -in metal molding. No exposed fastenings for any
exterior glazing.
2: 06 MIRRORS: Winn -Dixie Sales Area: 1/4" polished plate glass electroplated
and as manufactured by Pittsburg Plate Glass Co., or Libby -Owens -Ford.
PART 3: EXECUTION
3: 01 Install all material in accordance with details, or recommended by
the manufacturer.. ,_..-,.,:....,
3: 02 Install Sales Area mirrors as indicated on Drawings:::
a. ',Ise continuous anodized aluminum `rim, no trim between sectionsof�".
mirrors. Butt edges. Do not use rosettes. Use long lengths, 4' min.
b. Adjust tilt of mirrors to the same optical plane with a minimum of,
distortion at joints.
3: 03 CLEANING: At completion, the glass shallbecleaned of all foreign11
`
matter.
SECTION 8E - AUTOMATIC DOOR OPERATORS
PART 1: GENERAL
1: 01 SCOPE: Furnish and install all AUTOMATIC DOOR OPERATORS indicated
on the DRAWINGS as specified herein.,•^^
PART 2: PRODUCT
...
Door Operators shall be t Drawingst'.
Zt O1 Automatic D _ p type as indicated on the
2; 02 Include all controls and equipment as required for a complete,=
installation.'
s
PART 3: EXECUTION
3: 01 Install all operators, controls and equipment, accessories, etc. in'
strict accordance with manufacturer's details and instructions.
3; 02 Leave installation clean, property adjusted, and in full and complete Y'
operative condition.
DIVISION 9 - FINISHES
SECTION 9A ACOUSTICAL CEILINGS
PART 1: GENERAL
1: 01 SCOPE: Furnish and install all ACOUSTICAL CEILINGS indicated on the
Drawings as specified herein
1: 02' DELIVERY AND STORAGE OF MATERIALS: Deliver all materials in marked
cartons. Store materials in protected area.
is O,) QUALIFICATIONS: Acoustical contractor shall be approved y the`.,
manufacturer.
1: 04 INSPECTION OF JOB CONDITIONS: The Contractor shall not proceed until
all unsatisfactory conditions have been corrected. Installation of
ceilings ,.shall constitute acceptance of conditions by this contractor,
PART 2.'
2: 01 ACOUSTICAL CEILING BOARD: Shall be Z4" x 48" x 5/8" square- edged lay -
in units, "9HAeTA" design, F18Ete4LA55 GMILING FR019ticr.1_
a. Provide all miscellaneous sizes required.
b. Exposed surfaces shall be washable, factory -applied, white
surface.
c. Acoustical tile shall meet Federal Specifications SS-A-118B, Type .
III; Class A (noncombustible).
2: 02 1/21' thick gypsum board with white surface finish as manufactured by°
National Gypsum Company.
SECTION 9B - DRYWALL CONSTRUCTION
PART 1: GENERAL
1: 01 SCOPE: Furnish and install all drywall construction indicated on
the Drawings as specified herein.
1: 02 DELIVERY AND STORAGE:
a. Store materials in a dry area under roof, off the ground and
fully protected from the weather,
1: 03 INSPECTION OF SURFACES: Start of work means acceptance of surfaces to
which work is applied.
PART 2: PRODUCTS
2: 01 APPROVED MANUFACTURERS: Products of National Gypsum Co. are specified
Equivalent products of U. S. Gypsum Co., Bestwall Corp., or Kaiser
Gypsum Co. are approved.
2: 02 GYPSUM WALLBOARD: In accordance with ASTM Designation C-36.
a. 1/2" thick regular gypsum wallboard,
b. S/8" thick fire -shield wallboard, type"X", where required.
2: 03 RUNNER CHANNELS: 1-1/2" cold rolled channels.
2: 04 NAILS:
a. ASTM C-380.
b. Gold Bond Ratchet nails as recommended by manufacturer,
2: 05 SCREWS: Gold Bond screws as recommended by manufacturer.
2: 06 LAMINATING ADHESIVES: As recommended by the manufacturer,
2: 07 CORNER AND CASING BEADS: Galvanized steel, standard.
2: 08 JOINT TREATMENT: As recommended by the manufacturer.
2: 09 CEILING SUSPENSION OR FURRING SYSTEM: Drywall furring channels, a
recommended by the manufacturer.
PART 3: EXECUTION
3: 01 Refer to the drawings for location and extent of drywall application,
3: 02 Use only skilled, experienced drywall applicators.
3: 03 Install in strict accordance with manufacturer's printed
recommendations.
3: 04 Provide control joints where required by the manufacturer,
3: OS Apply corner beads to all outside corners and casing beads around all
openings.
3: 06 Finish all joints, corners and angles in accordance with wallboard
manufacturer's instructions. Leave all gypsum wallboard free from
defects, ready for application of finish.
3: 07 NAILING AND SCREWING:
a. Gypsum wallboard on wood furring shall be applied according to
the manufacturer's recommendations.
b. Nailing and/or screwing to metal and channels shall b.e in
accordance with the manufacturer's recommendations.
SECTION 9C - PAINTING
1: 01 DESCRIPTION OF WORK:
a. The ex
tent of paintin
g g work as shown on the Drawings and schedules
0 and as herein specified.
b. This work includes the painting and finishing of all interior and
exterior items and surfaces throughout the project, except as noted,
C. "Paint" as used herein means all coating, whether used as prime,
intermediate, or finish coats.
d. Paint all exposed surfaces, including areas behind cases, shelving,
coolers, and freezers, except where natural finish is obviously intented
or noted not to be painted. Where surfaces are not mentioned, paint same
as adjacent similar materials. If color or finish is not designated,
the Architect will select.
1: 02 PAINTING NOT INCLUDED: The following are not included or are in other
sections, unless otherwise shown.
a. PRE -FINISHED ITEMS.
b. CONCEALED SURFACES`
FINISHED METAL SURFACES.
d. OPERATING PARTS AND LABELS._
is 03 COLOR SCHEDULE: As indicated on drawings.'
1: 04 SUBMITTALS: _
a. Manufacturer's �Data, Painting Generale
1. For information only, submit 2 copies of manufacturer's',
specifications.
2. List each material and specific paint and finish system and
application,
b. Samples, Painting General:
OPP
1. Submit samples for Architect's review of color and texture or.1y
3„v •
I: 05 Delivery and Storage:
a. Deliver all materials to the job site in original containers,
'b. Restrict storage to paint materials and related equipment.
"C. Comply with health and fire regulations.
1RT 2: PRODUCTS
2: 03
SUSPENSION SYSTEM: Exposed grid system as manufactured or recommended
01 MATERIAL QUALITY:
by the manufacturer of the acoustical panels and the following:
a. Provide the best quality grade by approved paint manufacturers.
a,. Exposed Bottoms: Galvanized sheet steel with baked white enamel.
finish (crimped over bottom flange). *
b. Provide undercoat by the same manufacturer as the finish coats...
Use only thinners approved by the paint manufacturer.
b. Include main runners, cross tees, splines, perimeter angle
K"-
moldings (baked white enamel finish) and all accessories required.
c. Manufacturers specified are to be used exclusively, unless other-
wise approve in writing by the Architect.
C. include plastic plugs, splicers, tension pins, cover plates --all. 9a'
components as required.
2: 02 SURFACES TO BE PAINTED AND TYPES OF PAINT:
d. Hanger Wires: Of sufficient gauge and quantity to carry all loads
Unless otherwise indicated on the drawings, painted surfaces shall
(ceiling and light fixtures) safely.
receive the following coats and types of paint. Apply paint by brush,
;roller or spray, except masonry surfaces on cement plaster or concrete
PART 3:
EXECUTION
block shall be applied by brush or airless spray only.
{
3: 01
This Contractor shall be responsible for the complete installation. t
ja. Exposed Steel (Interior)
3: 02
Install all ceilings in the pattern indicated on the plans.
1. One (1) coat Glid-guard Primer No. 590 (alkyd).
3: O3
Coordinate with the electrical contractor and add supports when necessary;,
,-' 2. One (1) coat Glid-guard finish No. 5200 (alkyd).
because of the weight of light fixtures. �
b. Exposed Steel (Exterior)
3: 04
Hanger wires shall be securely fastened and tied to the bar joists
1. One (1) coat Glid-guard Finish No. 69740 (epoxy).
3: OS
Install edge molding wherever the acoustical material abuts walls
and other vertical surfaces. Cut: acoustical panel® around projections,
2, two (2) coats Glid-guard Finish No, 69740 (epoxy),
columns, pipes, etc., neatly by scribing. Fit closely and terminate
with perimeter moldings when.practical.
C. Galvanized Iran
3: 06
Cut and fit acoustical panels around all fixtures, grills, etc.,
1. One (1) coat Glid-guard Finish No. 5229 (epoxy).
as required.
2. Two (2) coats Glid-guard Finish No. 5200.
3: 07
Do not install acoustical panels until all above ceiling work by others
has been completed and front glass installed.
d. Cement Plaster (Exterior)
3: 08
Install insulation as acoustical panels are installed. Cover all tees and
1. One (1) coat Glidden Spred Glide -on No. 3S25 (acrylic).
keep insulation bates tightly butting each other.
2. Two (2) coats Glidden Spred Glide -on No. 3525 (acrylic).
3: 09
Remove all damaged or dirty acoustical panels and replace with new,
clean units,
e. Gypsum Wallboard
3: 10
Install gypsum board in suspension systems called for on Drawings.
I One (1) coat Glidden Spred Sati; No, 3416,
2 Om.:'r � coat rl ;.'.den Spred ue `•v. 3418.
f. Face Brick
1. Lambert Waterban #25: 1 coat on interior, 2 coats on exterior.
g. Interior Millwork and Wood Trim
1, One (1) coat Glidden Spred Wood Undercoater No, 555.
2. One (1) coat Glidden Spred (low lustre) Enamel No. 3711.
h, Stained Woodd, rlr-t. -r nr n-.''.-1
1. Texture 1 11 Plywood: Olympic Heavy-Bidied Solid Color Stain,
applied to all surfaces of each cut piece before installation.
2. Redwood: Olympic Penetrating Semi -Transparent Stain.
i. Exposed Exterior Wood
1. One (1) coat Glidden Spread House Paint Primer No. 3561,
2, One (1) coat Glidden House Paint No. 3600.
j. Concrete Stain
1. Once (1) coat of concrete floor stain as shown on Drawings.
k. Exposed Exterior Concrete Block: (See Drawings for Interior
Concrete Block Finish)
1. One (1) coat Glidden Ultra -Hide Base Coat No. S317.
2. One (1) coat Glidden Spred Glide -on No. 3525.
PART 3: EXECUTION
3: 01
SITE CONDITIONS:
a. The applicator shall examine all surfaces. Do not proceed until
unsatisfactory conditions have been corrected.
b. Starting of painting work indicates acceptance of the surfaces.
C. Do not paint over dirt, rust, scale, grease, moisture, scuffed
surfaces, or conditions otherwise detrimental to the formation of a
durable paint film.
3: 02
SURFACE PREPARATION:
a. General:
1. Perform all preparation and cleaning procedures in accordance
with the manufacturer's instructions.
2. Remove all hardware, lighting fixtures, and similar items in
place and not to he finish painted; or provide protection prior to
painting operations. Remove if necessary, for the complete painting
of the items and adiacent surfaces. Following completion of painting
reinstall the removed items.
3. Clean surfaces to be painted before applying paint or surface
treatments. Rust and other contaminants from the cleaning process
must not fall in wet, newly painted surfaces.
b. Cementitious Materials:
1. Prepare cementitious surfaces by removine all efflorescence,
chalk, dust, dirt, grease, oils and by roughing as required to
remove glaze.
2. Do not paint over surfaces where the moisture content exceeds
8% unless otherwise permitted in manufacturer's printed directions,
c. Wood:
d i
1. Clean wood surfaces to be gainte o f foreign substances as
required. Sandpaper smooth those finished surfaces exposed to
view, and dust off,
2. Prime, stain, or seal wood to be job painted immediately upon
delivery to job. When transparent finish is required, use spar,
varnish for backpriming.
3. Seal tops and bottoms of wood doors immediately upon
rdcli"rnry to job.
4. After priming, fill holes in finish surfaces with putty.
Sandpaper smooth when dried.
d. Ferrous Metals:
1. Clean non -galvanized surfaces, not shop -coated, of foreign
substances.
3: 03
MATERIALS PREPARATION:
a. Mix and prepare paintinb ,_ terials in accordance with the
manufacturer's directions.
b. Stir all materials before application to produce a mixture of uniform
density. Do not stir any film into the material. Remove the film and,
if necessary, strain the material before using.
3: 04
APPLICATION:
a. Apply paint by brush, roller or spray ,in accordance with the
manufacturer's directions,
b. The number of coats and paint film thickness required is the same
regardless of the application method. Do not apply suceeding coats
until the previous coat has completely dried. Sand or rub surfaces
between coats to produce an even, smooth surface.
c. Apply additional coats if necessary for uniform finish, color
and appearance.
y-
d. Paint all surfaces behind movable and fixed equipment.
e. Paint interior surfaces of ducts, where visible through
registers or grilles, with a flat, non-specular black paint.
;^
f. Paint the back sides of access panels, removable or shinged
covers to match the exposed surfaces.
g. Finish exterior doors on tops, bottoms and side edges the same
==
as the exterior faces.
3: 05
APPLICATION RESTRICTIONS:
a, Do not apply water -base paints when air temperature is below
=
50 F.
b. Do not apply solvent -thinned paints when the temperature is
below 45 F.
C. Do not apply paint when the relative humidity exceeds 85%, or to damp
or wet surfaces.
3: 06
MINIMUM COATING THICKNESS:
a. Apply each material at not less then the manufacturer's
recommended spreading rate.
3: 07
PRIME COATS:
a, Before application of finish coats, apply a prime coat to
material which has not been prime coated by others.
3: 08
BRUSH APPLICATION:
a. Brush -out work onto the surfaces in an even film. Neatly draw all.
glass lines.
3: 09
MECHANICAL APPLICATIONS:
a. Use mechanical methods of paint application only when permitted,
Limit to surfaces impracticable for brush applications.
b. Limit roller applications (generally) to interior wall and ceiling
finishes for second and third coats.
C. Confine Spray Application (generally) to metal framework and similar
surfaces.
d. Wherver spray application is used, apply each coat to provide the
equivalent hiding of brush -applied coats.
3: 10 PROTECTION:
a, Protect work of other trades against damage by the painting and
finishing work. Correct any damages by cleaning, repairing or
replacing, and repainting.
b. Provide "wetpain;." signs as reouarecla Remove protective 4b'";`awIS Y+ssc
provided by others after completion of painting operations.
3: 11 CLEAN - TIP:
a. During the work, remove frompremises discarded paint materials,
rubbish, cans and rags.
b. Upon completion of painting work, clean all window glass and other
inr-:nlattered surfaces, using care not to scratch or otherwise damage
finished surfaces.
SECTION 9D - RESILIENT FLOORING
PART? ._� GENERAL
1: 01 SCOPE: Furnish and install. all RESILIENTi FLOORING indicated on the
Drawings or specified herein,
1: 02 SUB -FLOOR:
a. Prior to starting any work, inspect the sub -floor of areas to be
covered. Do not proceed until.,all defects have been corrected,
b. Concrete sub -floors shall have a dry, smooth, level, steel troweled
surface.
C. Installation of floor covering shall constivute full acre-aptance of
sub -floor,
1: 03 DELIVERY AND STORAGE:
a. Store materials at site for at least 24 hours before st ' s��z_,:,a�lation.
b. Maintain temperature of nat less than 70 degrees F., not more than
90 degrees F, for at ?east 24 bo urs before anC 48 hours after installation.
PART 2: PRODUCTS
2: 01 All materials shall be delivered in original unopened containers with
manufacturer's label intact.
2: 02 RESILIENT FLOORING: 1/8" vinyl asbestos of manufacture and color
indicated on the Drawings.
0.3 VINYL BASE: 1/8" thick, 6" high, black, set on cover with. premoulded
smooth round top,
2: 04 EDGE STRIPS: 1/8" thick, 1" wide, tapered. Color as indicated on the
Drawings,
2: OS FEATURE STRIPS: Divider strips of 1/8" thick, l" wide, where shown,
2: 06 ADHESIVE: Waterproof type, as recommended by the manufacturer.
2: 07 ADHESIVE: Epoxy type for cold installations, as recommended by the
manufacturer.
2: OS PRIMER: As recommended by the manufacturer.
2: 09 WAX: Type and brand recommended by the manufacturer.
PART 3: EXECUTION
3: 01 Do not begin flooring work until Paving, Air Conditioning, Heating and
Ventilating, Plumbing, and Electrical Contractors have completed their
work. Sub -flavor shall be free of foreigh matter. Fill all cracks,
low spots, and expansion joints with a plastic material.
3: 02 Apply necessary primers as required.
3: 03 Use only mechanics experienced in this type work. Maintain full size
tiles in field varying if necessary in borders. Lay tiles square
with room axis in patters as selected.
3: 04 Use annxy type .Mk} ci Arn which rsw t. a:.ns itc ft.,J I aj. a,A aAl, .'.
cold conditions, as recommended by manufacturer, on all floor tile
installed within 48" of base of refrigerated display cases in sales
area.
3: 05 Flooring shall be rolled with a 60 lb. roller.
3: 06 Apply base c.. my backing material. Field form external and internal
corners from long lengths. Cement firmly, and have top, 'bottom edges
in firm contact with walls and floor.
3: 07 Install edge strips where resilient flooring terminates adjoining unfinish-
ed floors.
3: 08 At completion or iioor tile instailation all excessive adhesives shall be
removed. After cleaning the flooring, the area shall be waxed and
buffed with a buffing machine, after the tenant stocks his shelving and
prior to store opening,
SECTION 9E - TILE WORK
PART 1: GENERAL
1: 01 SCOPE: Furnish and install all TILE WORK indicated on the Drawings
as specified herein.
1: 02 MANUFACTURER: American Olean, Mid- State, SummiL'diUa., or approved
equal.
1: 03 CERTIFICATION: All the shall be quality certified by t,e Tile Couincil
of America, Inc.
l: 04 DELIVERY AND STORAGE OF MATERIALS: Store materials in a clean, dry,
covered area to prevent wetting or straining.
l: 05 INSPECTION OF SURFACES: Examine surfaces to receive tile. Do not start
unit'. defective surfaces have been corrected.
1: 06 TRAFFIC RESTRICTIONS: Close off spaces to prevent traffic for at least
48 hours after completion of the work.
1: 07 STANDARDS: American National Standards Institute,, latest ..ta;iat, -
PART 2: PRODUCTS
2: 01 All tale shall be equal to or exceeding requirements of ANSI
A137.1.
2: 02 WALL TILE: Size and colors as indicated on the Drawings.
2: 03 CERAMIC MOSALIC FLOOR TILE: Size and colors as indicated on the
Drawings.
2: 04 CERAMIC BASE: 6" color as indicated on Drawings. Square t.op, covered
bottom to match wall tile.
_: 05 QUARRY TIEL: Size and colors ,as indicated
finish. on the Drawings with non -slip
2: 06 QUARRY TILE BASE: Shall be 4" x 6" round top, covered base to match
quarry tilb.
_: 07 SETTING MATERIALS:
a. Portland Cement: ASTM C150, Type 1, gray and white.
b. Hydrated Lime: ASTM C206 or C209, Type S.
C. Sand: ASTM C144.
d. Water: Clean and potable.
e, Adhesive: ANSI A136.1,
f. Primer: As recommended by the adhesive manufacturer.
g. Dry -set Mortar: ANSI A118.1.
h. Grout Colors: White, for vertical surfaces, except dark brown at
deli; gray for floors.
i. Epoxy Grout: Gray, by Upco Company, Cleveland, Ohio,
2: 08 MARBLE for thresholds shall be white cherokee marble, by the
eeorgia Marble Co. Marble shall have a sand -rubbed fi.ris;`..
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a T H W iC.r.0 , _.:UND)
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TRANSFER SWITCH j I
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"j' G. 2410 SINGLE OUTLET -- -- —=- ! ITTING }—
I RECEPTACLE 81 r` COVER SC r A` .NO.G2-CA
--- - --- I; UNDERFLOOR DUCT
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SENSING UNIT N,'.COEL ® -- , TO N.C.R.-I.G.
N(,VNI 2 AS M. FG'R BY TO E M
MAP.iNE INDUSTRIAL PANEL
E10 HA Nr CORP,ORANGE BODY
?so HAIraEs sT.,,lAx.,FL.32za6 � � T- 8255 Ij 1
PHONE: (904) 355- 4563
b
UNI EP ` Tt GEC �EII,'SING UVi l ' 1 rimHUBBELL I.G.-SCSI
DIAGRAM --- ORANGE SIN -,'LE RECEPT.
_ I CONTRACTOR TO PROVICEE AND2
3 10 S i
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TO N C.R.-LG.-- -- m /{
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N,G.R.- NATIONAL CASH REGISTER
P V.C.- POLYVINYL CHLORIDE CONDUIT SCH.440
® GROUNDINC, SCREW ON R iOEPTACLE
NOTES
L1) INSTALL A GE. "THY RITE" 9L15BCC-003 LI GHTING PROTECTOR
(2) ALL WI 'O BE COPPER L GROUND W ., E .:._ "l
HAVE TN !`.''-v INSULATION oA BE ISOLATE i R,'.t METAL LOJI�,
S!lYr,_ WITH CONNECTIONS ONLY ,% HOAI N_ HE
r s vT .ROUNDING CONDUCTOR SHALL NOT TOUCH CONDUIT, rsC XES
LTC OR ANYWHERE EXCEPT AS DESIGNATED.
(3) CONTRACTOR -C+ PROVIDE ELECTRONIC CABLE,OUTLET SCXEti , TERMiNAL STRIPS
BAUXILIAR` EQUIPMENT PUi-L WIRES d LEAVE AMOUNTS OF WIRE.
AS SHOWN IN DETAIL"F"CONNECTIONS d'! NCR
(4)ONE OF THE TWO NEUTRAL 'BUSES MADE INTO A ISOLATED GROUND BUS.
(5)ALL I.G. OUTLETS TO HAVE A BRIGHT ORANGE FACE WHICH IDENTIFIES THIS
RECEPTACLE. THEY ARE SPECIAL USE DEVICES WITH RED WARNING LABEL
GROUND WIRE MUST BE CONNECTED GROUNDING TERMINALS ARE ISOLATED
FROM MOUNTING STRIP TO PREVENT TRANSMISSION OF TRANSIENT CURRENTS
ASSOCU.ATE.D vi,TH BUILDING GROUND, WHICH CAN -AU_SE IMBALANCES IN
DELICATE ELECTRONIC CIRCUITS.
A
(6)ALL ELECTRICAL REQUIREMENTS ARE BASED ON ALL COMPUTER
EQUIPMENTS OPERATING SIMULTANOUSLY.
(7)INSULATED GROUNDING CONDUCTOR FROM CHECKOUTSTANU MOTOR CIRCUIT SHALL,
RUN TO BUILDING GROUND CONDUCTOR SYSTEM. THIS CONDUCTOR MA'Y BE LOOPED
FROM OUTLET TO OUTLET AS A CONDUCTOR BUS SLED AS PEP N_C. R_ REQUIREMENTS.
THIS CONDUCTOP. BY NO MEANS CAN BE ;C ^dNECTED TO THE ISOLA-FED GROUND SYSTEM
CONDUCTOR IN THE NCR.- PANEL -
(B)SEE PANEL"EM" SHEET E-3
l9}PROVIDE A UNDER VOLTAGE SENSORS FOR EMERG. GEN., ADJUSTABLE PLUG IN
DESIGN SOLID STATE SENSING CIRCUIT. TEMP COMPEN SATED-S7ABILITY§2 VOLTS
FROM MIDPOINJ, OF THE TEMPERATURE RANGE (L5F (-32(-) -0 -175F (-75--) AT NCNvI,N,,I.
120-VOLTS) ADJUSTABLE FROM 5TO20 PERCENT BELOW THE PICKUP VOLTAGE SETTING
SEE DETAIL THIS SHEET
4-0) EMI FILTER TO BE MODEL NO. 2077 MANUFACT FG BY CAPTOR 80RP., 5040 DIXIE HWY.,
TIPP CITY, OHIO, 4537r PHONE NO. 533 667- 8484
/ N.C.R. COMM. CABLE LOOP-
. SEE DET.-A
- PROVIDE ANEOPRENE
SPrCAL ACCESSORIES
INSU LATEO BUSHING -
TERMINAL STRIPS MF(' �--- --- ----
FOR "ONAN" GENERATOR
------ - - � BY CINCH M F G C ^ .
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r d x
10 -I41 PURN (SHED BY CONTRACTOR 2`F'L_xt61_E EXHAUST CONNECTOR
3-FLEXIBLE FUEL LINE
INSTALLED BY N.C-R.
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--- --_,� --'-I 5-.STARTING BATTERY
6-BATTERY RACK
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' ,A :h SYMBOL 12-OPLRATION o£i.. E_CTOR SY :TCa;
13-EXERCISER S'Vii-CH
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/ R.
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y NO SCALE - -- -- 11' 1 ���'� a+�{.tits,
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CONTACTOR AND r'ANEL"PM"
CKTS 18,19, 20,2, 2S 25
1 1/4 " CONDUIT
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-I TIME CLOCK - _,
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PRY -PHONE - ,.
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2552
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SPEAKER RUN TO
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LT.S, CKT EM-5 C TO RECEIVER
RUN TO WALL UPRUM TO ATTIC`
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DI"v' SION. 1-
1,1 GENERAL CONDlf
"The General Conditions of the contract for Constructiont"'AIA` '
Document A201,tat¢st edition , with the following Supplemental General .''
Conditions shall constitute a part of the contract documents and
will govern any contract between the owner and any,contr ctor,,for.'
the construction df any part of the project.
1.2 CONTRACTOR'S INSURANCE
A. Owner's Approval.;
The contractor shall not commence work under the contract until
he has obtained all insurance required under this section and
this insurance has been approved by the owner, nor shall the
contractor allow any subcontractor to commence work in his
subcontract until all similar insurance required of the subcontractor
has been obtained and approved
B. Insurance:
The Contractor shall not commence work under this contract until
he has furnished evidence of insurance, satisfactory to Winn -Dix-"
Stores, Inc. as well as for himself against all claims, liability ,"
damage and accidents. -
The Contractor shall, at his expense, maintain such insurance in'
full force and effect during the life of this contract, including
completion and final acceptance of the work. Cancellation of such
insurance shall not be made without written notice from the insurer
to Winn -Dixie Stores, Inc. 30 days prior to said cancellation.
The minimum kinds and limits of insurance to be carried,,,, by the
Contractor shall be as follows:
Workmen's Compensation to include all benfits applicable`
under the Workmen's Compensation Law for all employees of
the Contractor and all subcontractors.
Comprehensive General Liability, Automob le, and Propert
Damage - single limit of $1,000,000 per occurrence, eithe
bodily injury or property damage or combined. Such insurance '
shall include Contractor's Protective (Contingent Liability)
and Contractural Liability Endorsement.
PERFOKMaa & PA MCUT ZduD- iu PULL AMOd9T of coNiRPGT 5aM PiRatS D 1O O1NN&R
rF1OR Ti%. / '.�fr,, :_, co TRLJcrw*i GokTF{+GT.
C. Protection of Persons and Property
The Contractor shall be responsible for initiating, maintaining and a:
supervising all safety precautions and programs in connection with
the work.
The Contractor shall take all necessary precautions for the safety of,
and shall provide all necessary protection to prevent damage, injur\
or loss. '
The Contractor shall assume the risk of loss or damage to his
construction machinery, tools and/or equipment, and employees'"'
tools and effects, caused by fire, extended coverage perils,";
vandalism and malicious mischief.
D. Indemnification
The Contractor agrees to indemnify and hold harmless Winn -Dixie
Stores, Inc. its subsidiary companies, and the property owner
from all claims, suits, losses or damage (including damage to
person or property) arising from anything done by or negligence of
the contractor or its subcontractors or the officers agents or
employees of either while engaged in the performance of this contract
or while in or about said building or premises, or arising from
accident or injury to any subcontractor or any officer, agent or
employee of a subcontractor while engaged in or about the performance
of this contract, or while in or about said building or premises, or ,
arising from liens or claims for services rendered or labor or
materials furnished in or for the performance of this contract.
The Contractor further agrees to indemnify and save harmless Winn -
Dixie Stores, Inc., its subsidiary corporations and property owner fro:
any casualty or accident resulting from employees engaged in the
work contemplated under this contract, or any tlLird person who
may be in any manner injured or damaged by the said contractor or"
its subcontractors, or their servants, agents, or employees, in
the performance of this contract. '
„ ...., ;
1.3 PERMITS AND FEES.`
The contractor shall provide and pay for all construction permits, and
shall pay any fees incidental to any inspections required by-law.
r �.
il
0111
1 . 4 WATER AND ELECTRICITY « . w, - . ,
All water and electricity necessary for the construction of the prgjec "`
shall be paid for by the contractor. Contractor shall make all
necessary arrangements for the exvices, a ,
i•
its SUPERVISION OF THE WORK
The contractor shall provide a thoroughly competent foreman or
superintendent who shall be in charge of the work at all times during
the construction.
1.6 CONTRACT BREAKDOWN AND PAYMENTS <'
On or about the first day of each month, or as agreed by the owner=' -
architect, the contractor shall prepare a request for payment. Each -
payment request shall be for the cost of the work done and the value "
of materials paid for and suitably stored at the site up to the last day,,
of the month just previous.
Monthly request for payment shall be submittedwto the owner
architect broken down according to the specifications based upon the"",
Uniform System for Construction Specifications. Data Filing and
Cost Accounting. The owner shall retain 100 of the amount of each
'progress payment until final completion and acceptance of the work
covered by this contract. After final acceptance of the work, the
Owner shall continue to retain 10$ of the amount of the contract, or>.`
shall retain the full amount of `the last or final payment due to
Contractor, whichever is greater in amount, until presentation by
the Contractor of all affidavits required by the Mechanic's Lien Law
of the State.
1.7 SCHEDULES F
The contractor shall furnish the architect with a schedule indicating' '
the dates on which he will require final decision of other instructions
concerning materials or work subject to decision or other instructions
concerning materials or work subject to selection from samples. The
purpose of this schedule is to permit some convenience to the architect''
owner in making these selections without unduly delaying the work.
1.8 AS BUILT DRAWINGS
7,
tA
During the progress of the work, the job superintendents of plumbing,,,.
heating, ventilation, air conditioning and electrical subcontractors
shall record on the drawings (one complete set) any variations from the"""
contract documents and this set shall be turned over to owner -architect
at the completion of the job.
1.9 SANITARY PROVISIONS Wiwi
The contractor shall provide and maintain in a neat and sanitary:,
condition, such accomodations for the use of his employees as may
be necessary to comply with the regulations of the State Board of Health•`
and any sanitary regulations of the community in which work is being
performed. NO NUISANCE WILL BE PERMITTED. 3
1.10 GENERAL NOTES
A. Alterations to existing work being of such nature that all facets
of being impossible to detail and specify, it is, therefore, the
responsibility of the contractor and the intent herein to
carefully a•a.:;ine the building and completely familarize himself,
with the existing conditions and correlate these conditions with
the scope of the proposed new work, in order that a complete, neat
and workmanlike completed job will be the end result all in full
accordance with the intent of these drawings
B. The contractor shall verify all existing dimensions and dimensions
shown on the drawings before proceeding with the work.
C. The demolition of existing work shall be done as the work progresses.
All materials which cannot be resued and those not noted on the
drawings to be relocated shall be removed from the site. Removal
of existing work shall be done in a careful manner so as not to
damage existing surfaces and materials which are to remain. The
demolition or removal of existing portions and the erection of new
work and applications of new finishes must be scheduled with
the store officials and executed with extreme care in order
to minimize inconvenience to the daily operation of the store.
It is intended that the store shall continue its normal operation
at its regularly scheduled hours. The contractor shall take all
saftey precautions during all phases of the work to protect
from injury all store customers, store personnel and workmen,
any and all surfaces which are dargaged during demolition and
are intended to remain shall be repaired and refinished to match
similar and adjacent undamaged surfaces.
D. Any fixtures, equipment, etc. damaged due to negligence of the
contractor shall be replaced with a new fixture, equipment,
etc, of equal quality with no additional expense to the owner
of tenant.
E. All corridors, aisles, etc. shall at all times be kept free of
stacked new materials, all debris and contractor's equipment
in order to maintain continuous, unobstructed, pedestrian traffic.
F. All items removed becomes property of contractor.
1.11 TENANT'S EQUIPMENT
A. Refrigerated display cas"es, coolers and freezers - Furnished and
installed by Winn -Dixie: Connected ready for use by contractor.
B. Machine room racks - Refrigeration machines installed on racks
furnished and installed by Winn -Dixie. Electrical connections
complete and ready for use by contractor. The electrical work
on rack is pre -wired to a control panel which must be wired from
this point bycontracbr Note: The refrigeration tubing is
furnished and connected by inn -Dixie.
C. ,All merchandising displays and equipment such as gondola shelving,
wall shelving, checkstands, cash registers, island tables, desks,
cutting tables, wrapping tables, and portable power driven equipment
furnished and installed by Winn -Dixie. See plans for items
requiring electrical connections bycontractor.
D. Wall lettering - Furnished and installed by Winn -Dixie.
E. Winn -Dixie sign letters - Furnished and erected by Winn -Dixie.
Connected by Electrical Contractor.
F. Safe - Furnished by Winn -Dixie. Set in place by Landlord.
G. See drawings for additional qualifications and clarifications.
H. Refrigeration tubing - Winn -Dixie will furn.i'sh and connect all
tubing to displaycases, machine room racks, coolers, freezers,
and heat reclaim coil.
I. Refrigerated display cases, coolers and freezers: Electrical and
Plumbing contractors shall make connections for complete
installation ready for operation.
1:12 BIT)S
to re .. .>it':.
wl tlu ,C .. a., .. :1,`'�o acce.,�, y
dot t _, _,.
DIVISION 3
2.1 SCOPE
'The contractor''shall`vrsitxt a"site"and'shall determine''for himself*
the existing conditions which affect the work. He shall also determine•'
for himself the availability of any suitable earth required and the
quantities of such fill needed.
The work included in this section is clearing, excavating, filling,'
compaction, grading and testing necessary to complete the work shown"',
on the drawings.
,r
2.2 CLEARING'
The area to be covered by building shall be completely cleared :1"a11�01M
material and matter. All voids and holes caused from the clearing
operations shall be filled and compacted. The contractor shall relocate'x
any existing utility poles, meters, valves, etc. as required to complete•'
the proposed addition.
2.3 EXCAVATING AND BACKFILLING x
The excavations shall be to the depths and dimensions indicated on the 'R
plans. Cut the sides and bottom of footing excavations clean; if
stable they may be used for placing the concrete without forms.
All footings shall bear on firm undistrubed soil or compacted fill.'`..
If any muck or other suspicious material is encountered it shall be
removed to a depth of one foot below the bottom of the footing or
slab without adjustment in contract price. If there is evidence that
unsuitable soil extends below this the architect -owner shall be notified.
Excavated material from the site may be used as a fill if done to meet
proposed grades. Fill shall be distributed in layers to a depth
suitable for the compaction technique used. Where possible tamping
shall be done by mechanical means.
2.4 COMPACTION TESTS
a
After all fill under floors has been placed and fully compacted, the
contractor shall have an independent testing laboratory make a density
test for compaction of soil by the modified Proctor Test (ASTM Designation:
D1557, Method "A") The Proctor Curve shall show a density of not less
than 95% under the floor slab, if less then 95% is shown additional
compaction will be required until the density equals 95% or greater.,''
All cost shall be borne by the contractor -:h„K ,
2.5 DEWATERING
Remove all water from excavations before placing coircrite tfierela
and maintain the excavations free of water until concrete is placed.
Provide dewatering equipment as necessary to conform. ,
2.6 SOIL POISIONING
Pretreatment shall be provided for termites, in accordance with the
recommendations by the State Board of Health
specifications, a certificate stating that the building has been
treated and guaranteeing against termite infestation for a period.
of one year shall be furnished.
Poisoning shall be done by the use of Dieldrin at the normal rate of
one pound technical material per 300 squ re feet of soil, applied in,�
not less than 50 gallons of water. All Breaks in slabs, such as
expansion joints, wherever pipes, conduits, etc., extend through slab"
shall have material appllp, at dRuble the normal rate,
..4 ♦.i'.` 3\V I\1JV Al\3! I.RLI\V .. ,..m. •.......:. F'^ .. .. ..... -.. .. x. .
Contractor shall be responsible for repairing any damage to existing "
paving or walks which are incurred during construction of the addition,'
;quality and appearance of same shall be as presently exists.,
DIVISION 3 - CONCRETE'
SECTION
3A STRUCTURAL CONCRETE
PART 1:
GENERAL
1: O1
SCOPE: Furnish all labor, materials and equirmetnt necessary to
complete all CONCRETE POURED -IN -PLACE as indicated on the Drawings
and as specified herein.
1: 02
COORDINATION WITH OTHER TRADES: Cooperate with other trades to
coordinate all openings and placement of embedded items which are
required to be furnished and/o-, placed under those sections of the
Specifications pertaining t,c -hose applicable trades.
1: 03
REFERENCE STANDARD: Unless otherwise noted on the Drawings or
specified herein, all concrete work shall be performed in accordance
with all applicable requirements of the °'Specifications for Structural
Concrete l`or Building 301-72," One cop}' shall be kept att the Job _ite
at all times, 301-72 shall be supplemented. as follows:
a. SHOP DRAWINGS: Only shop drawings for the fabrication and p acing
of reinforcing steel for structural coll.mns, ';earns and slabs will be
required.
b, TYPE: Concrete for this project shall be working stress type
concrete,
C. STRENGH: Refer to the notes an the Drawings for 28-day
compressive strenght requirements,
d. PROPORTIONING OF INGREDIENTS: Use Method 1.
e. REINFORCING STEEL: Comply with the requirements of ASTM .A615. Provide
grade 40 to 60.
f. Welded wire fabric shall conform to ASTM A185-68.
g, CONSTRUCTION JOINTS: Request information from the Architect
for the location of all construction joints in structural
beams and slabs.
h. READY MIXED CONCRETE: All concrete for this project shall be
ready mixed concrete in accordance with ASTM C-94 except for
small miscellaneous amounts mixed in procedure and proportions
approved by the Architect
i. TESTING: Concrete testing for this project shall be paid for by
the Contractor, and shall consist of compressive tests made by
the laboratory in accordance with ASTM C-39. Secure samples for test
cylinders in accordance with ASTM C-31. Slump tests shall be
made in accordance with ASTM C-143,
j. Class A tolerance (1/8" in 101) on floor slab.
1: 04 CONCRETE FORMWORK.
a. Work included: Provide formwork in accordance with the provisions
of this Section Tor all cast -in -place concrete shown on the Drawings
or required by other Sections of these specifications.
b. Design of Formwork is the Contractor's responsibility.
c. Standards: Comply with all pwrtinent provisions of the ACT .347.
d. Construct formwork for exposed concrete surfaces with smooth
faced undamaged plywood or other panel type materials acceptable
to the Architect, to provide continuous, straight, smooth as -cast
surfaces. Furnish in largest practicable sizes to minimize number
of joints.
e. Provide factory -fabricated, adjustable -length, removable or
snapoff metal form ties, designed to prevent form deflection and
to prevent spalling concrete surfaces upon removal.
f. Forms coat in s: Provide commercial formmlation form -coating
com— pounds t at will not bond with, stain, nor adversely affect
concrete surfaces requiring bond or adhesion, nor impede the
wetting of surfaces to be cured with water or curing compounds.
g. Side forms of footings may be omitted and concrete placed directly
against excavation only when requested by the Contractor and
accepted by the Architect. When omission of forms is accepted,
provide additional concrete 1" on each side of the minimum design
profiles and dimensions shown.
h. Clean and repair surfaces of forms to be reseed in the work. Split,
frayed, delaminated or otherwise damaged formfacing material will
not be acceptable. Apply new form coating compound material to
concrete contact surfaces as specified for new formwork. When
forms are reused for successive concrete placement, thoroughly
clean surfaces, remove fins and laitance, and tighten forms to
close all joints. Align and secure joints to avoid offsets.
i. All concrete floors shall receive Mastercron by Master Builders,
curing agent and sealer. Two coats recommended 60 minutes
apart should be sprayed on fresh concrete as soon as surface
water has disappeared and as soon as floor will bear weight.
SECTION 3B - CONCRETE SIDEWALK COLOR
PART I: GENERAL
1: O1 Furnish and apply color to concrete walk across full width of the Winn -
Dixie store front.
1: 02 Concrete color shall be green "Colorcron" by Master Builders.
1: 03 Apply in two (2) coats according to manufacturer's specifications.
1: 04 Application contractor shall be approved by both the architect and
the Master Builder representative before installation of color additive.
DIVISION 4 - ;MASONRY
SECTION 4A - CONCRETE UNITS
PART 1: GENERAL
1: 01 SCOPE: Furnish all labor, materials and equipment necessary to
construct all masonry work indicated on the Drawings, as s;e�:_fied
herein.
PART 2: PRODUCTS
.2: 01 CONCRETE MASONRY UNITS:. Shall be of modular dimensions and shall
include all special shapes and sizes to complete the work as indicated
on the drawings. Units shall be free from surface defects that
would be noticeable and objectionable in wall surfaces.
2: 02 MORTAR: Shall conform to the "Tentative Specifications for Mortar
for Unit Masonry" (ASTM C-270). Mortar Type required by local
building code, but equal to or exceeding Type S for all non -bearing walls.
PART 3: EXECUTION
3: 01 HANDLING AND STORAGE OF MATERIALS: Handle all masonry units carefully,
avoid damage by chipping, breakage or soiling.
3: 02 WORKMANSHIP:
a. All masonry walls shall be true and plumb. Where no bond or
pattern is indicated, the wall shall be laid in straight uniform
courses accurately spaced and with course breaking joints with the
course next below. All workmanship shall be of the highest grade
b. Concrete masonry units shall never be wetted prior to laying
the structure.
3: 03 MORTAR:
a. Machine mix all mortar thoroughly in a'mixer designed for this
purpose. Keep mortar mixed and tempered on the boards so it will
at all times contain as much water as it is able to carry.
b. Time Limit. All mortar shall be used and placed in final
position within 2-1/2 hours after mixing when air temperature is
80 degrees F or higher and within 3-1/2 hours when air temperature
is less then 80 degrees F.
3: 04 MORTAR JOINTS:
a. Standard thickness of mortar joints for both horizontal and
vertical joints shall be 3/8". Vertical joints shall be filled to
;full face shell thickness and shall be shoved tight.
`b. Concrete unit masonry exposed to view shall have joints cut
Sblush with wall surface. When partially set compress and compact
{with a convex shaped tool designed for this purpose.
C. Concrete unit masonry not exposed to view shall have joints cut flush
with wall surface.
3: OS PROTECTION:
a. Do not erect masonry when the temperature is 35 degrees F. or below,
or w1Yen the temperature is 40 degrees F. and falling.
b. Properly protect the surfaces of masonry not being worked on.
Cover the top of constructi:�n with a strong waterproof membrane
well secured in place toIprevent rain from entering the cores of the
units.
ry
3: 06 CLEANING:
a. Perform work in a clean manner. Remove dropping and excess
materials each day. '
b. At completion, clean exposed masonry thoroughly from top down.
Methods and materials used to clean surfaces shall be approved
by the masonry unit manufacturer and by the Architect.
c. At completion of work,make certain holes in joints are completely
filled with mortar, pointed and tooled properly. Defective materials
shall be removed and replaced. Leave all masonry surfaces clean and
free of loose mortar.
DIVISION 5 - METALS
SECTION SA STRUCTURAL STEEL
PAR'a 1 GENERA
i O,. SCOPE.
a. Furnish and erect all STiit1CT1JR4T, ,STFF_T, i-nr?i raterT on the
Drawings as specified herein.
b. Furnish all necessary anchor boats, bearing plated, inserts,
ronnecti on material anr3 o, n- t'll,er re cc _7,s ary ar-. -
inc.;i entai tv l-ompietel} el cGt ail .6a Y6tUral Stee i.
C. Items which require setting in concrete, or attachment to
materials of other trade, shall be furnished to the General
Contractor for his placing or proper handling. The fabricator's
shop drawings shall included accurately dimensioned plans for
placement of these items to properly receive the steel.
d. Materials and items necessary and incidental to hanging and/or
supporting architectural, mechanical, and/or electrical components
of the building are included under their respective sections of
the Specifications.
1: 02 STANDARDS: All structural steel framing shall conform to the
American Institutes of Steel Construction Specifications for the
Design. Fabrication and Erection of Structural Steel for Buildings,
last revision, and ASTM A 36 latest edition.
1: 03 SHOP DRAWINGS: Complete fabrication shop drawings and erection plans
shall be submitted to the Architect for approval prior to fabrication.
Shop Drawings must carry the stamp of the contractor showing they
have been cl-:ecked by him.
1: 04 WELDING:
a. Both shop and field welds shall be made only by welders and
welding operators qualified by the American Welding Society, to perform
the type of work required by these specifications and the structural
drawings.
b. Valid certificates for each welding operator shall be available
upon request.
is 05 FIELD MEASUREMENTS: Take all measurements in field as required to
verify or supplementdimensions shogn on Drawings and assumr responsibility
for fit of all work.
PART 2. PRODUCTS
2: 01 MATERIALS SOURCE: All materials shall he new, clears and free from scale
or rust.
2: 02 STRUCTURAL STEEL: ASTM A-36, latest edition.
2: 03 BOLTS: ASTM 325,-Latest edition.
2: 04 FABRICATION:
a. Unless otherwise specified below, fabrication of structural steel
work of rust, loose mill scale, weld splatter, and other foreign matter,
and give one (1) shop coat of rust inhibitive paint worked well into
all joints. Cleaning shall be done with steel bristled brushed, either
hand or electric powered rotary type. F
b. Do not paint steel members, or portions thereof, to be encased in
concrete:
PART 3• EXECUTION
3: 01 ERECTION: Erect structural steel in accordance with current
requirements of the American Institute of Steel Construction and
approved Shop Drawings. Provide all temporary bracing required for
proper alignment and stability druing erere.ion, and as long
thereafter as required. by safety.
LCTIO.`y 5B - UPi_N WEB STEEL JOISTS
PART 1° GENERAL
1: 01 SCOPE:
a. Furnish and erect all steel joists indicated on the Drawings
as specified herein.
b. Furnish all necessary anchor bolts, bearing plates, and,/or
other accessories, necessary and incidental to completely erect all
steel joists.
C. items which require setting in concrete, or attachment to
materials of other trade, shall be furnished to the General
Contractor for his placing or proper handling. The fabricator's shop
drawings shall include accurately dimensioned plans for placement of
these items to properly receive the steel joists.
d. Materials .and items necessary and incidental to hanging and/or
supporting architectural,,mechanical, and/or electrical components
of the building are included under their respective Sections of the
Specifications.
1: 02 STANDARDS: All design, fabrication and erection of steel joists
shall conform to the latest standard specifications and Load Tables .for
Open Web Steel Joists as adopted by the RISC and Steel Joist Institute.
1: 03 SHOP DRAWINGS: Submit complete fabrication shop drawings and erection
plans to the Architect for approval prior to fabrication.
1: 04 FIELD MEASUREMENTS: Take all measurements in field as required to verify
or supplement dimensions shown on Drawings and assume responsibility
for fit of all work.
PART 2: PRODUCTS
2: 01 STEEL JOISTS, JOIST BRIDGING AND MISCELLANEOUS STEEL:
a. All materials shall be new, clean, free from scale, or rust, and
of domestic source. They shall be able to meet the requirements as
set forth by the Steel Joist Institute.
b. Certificate stating that. the Joists are manufactured by a
member of the Steel Joist institute and conform to all requirements of
the Specifications.
3: 02 SHOP COAT PAINTING:
a. Following fabrication and prior to leaving the shop thoroughly
clean all steel work of rust, loose mill scale, weld splatter,
and other foreighn matter, and give one (1) shop coat of rust
inhibitive paint worked well into all joists. Cleaning shall be
done with steel bristled brushed, either hand or electric powered
rotary type.
PART 3: EXECUTION
3: 01 Steel Joists: Joists shall be welded to supports as shown on structural
drawings in accordance with the approved Shop Drawings.
3: 02 Bridging shall be installed as erection of joists progresses.
3: 03 Where is it necessary to frame an opening, provide standard angle or
channel headers,
3: 04 Ends of joist shall be extended where indicated on plans. Extensions
shall be as required to carry the load.,
3: 05 All joists shall be fastened in place and bridging installed prior to
receiving any construction loads,
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FINISH SCI4EPULd< NOTES
CODUTERTOP 4 F_PGE.S FORMICA 720 TAWNY ZAWPMED .
IN7eRIOR E EXTERIOR P,&rQELIK1C, NA ALZUTE 311 CHAPF_L nl. 14.
OTHER lIJ'TERj0rZG i� CABIMETS P/.,.i,JT 70 M4TGH M/iRL.ITe
JQ-TEulopz PA4aE 4" WOOP Pa,dle�F; P!_11h1TE®
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FItJISH PLOCR,. V..A.." APmsTRCIQG 51E3a:: ci�i �1F1-° C�LY"W OG
Cz�E311JET LOC1°C5 PJU SWIP..I 07&4 R, VVITFd STR4KE
I. TO RECe--ElVe APE AWP JET- 1f.1 PLAC'E-
2. C,:,7.ORPIPJ /a.TE WITH ELECTMj C(A.Q G7lJ OUTLE-T E STUes-UP Lc+Ct�TIt?P�t .
0. Ai L. COUh1 "/'"E 12Tc., Ps, Tc> OVEI�ZE-+1_ahl G. VZ",
4. EKi-TZ'Y G>C?OkS TO ae N.rr. ;J9f; DGtat21� WITH (3) 3'/2
L CM,r.>FC H)Q:���-,s I3-Zi 2-PG 2?8 L 0 C K S E T (; CH L/A<,F) c7EA1C7 r 1=C..G I1jF! L-AT C_H
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Prim y -i C2.IM F-or4 F�IJLL GlS,)E. OtJ LY.
-:5. M0UNT TELePI--I/>A1L::" IQ OFPiC a wQLL �GOt�I T^a.4.T G'P- t7 d�.4 'L:. k.: r✓��.
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DRA'.VING TITLE
OFFICE
DATE:
DRAWN BY-
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DIVISIC'N:
STORE N2��
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C., R E N L
W.D GOIDE P!-AN'
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c. SAFETY SWITCHES All safety switches shall be normal duty type,...;_„W .
NEM.A Type "ND". Switch mechanism shall be quickmake, quickbreak,
Cover shall be interlocked with mechanism to prevent opening
unless switch is in the "OFF" position. All enclosures shall be
"bonderized" or equal, and primed and finished to resist rustin,
and corrosion. Safety switches shall be Square "D", 1roEstirj;houses,
G. E., ITE, or Cutler -Hammer.
d. FUSES: All fuses for safety switches shall be standard
National Electrical Code Cartiridge Type, unless otherwise indicated.
Furnish and install proper size fuses where required for all fusible
equipment.
?: 03 CONDUIT: All conduit installed in main sales area del; office and
other similarly finished areas shall be concealed. A11 other conduit
may be exposed. If exposed in back rooms, place 6'0" A.F.F. All
conduit shall be EMT except where installed in or under concrete slabs
on grade where it shall be rigis PVC with bond wire. A short section
of flexible conduit may be used for final connections tc e C i^ ent
and appliances.
2: 0'4 BOXES: `
a. All outlet boxes shall be standard galvanized steel type, single-
o:C-ganged, and of size to accommodate the wiring devices shown on
drawings. Exposed outlet boxes shall be standard 4" square and securely°
fastened to building walls or structure. Boxes installed for
concealed wiring shall be provided with suitable extention rings
or plaster covers as required. Boxes installed on building exterior shalj
be cast or malleable iron, or aluminum with threaded hubs and
appropriate metal gasketed cover plates. Manufacturerls names and the'
sizes of boxes have been deleted. Box sizes are determined by the
wiring devices installed and by the NEC box fill requirements.
b. Floor outlet boxes, if any, shall be round, watertight cast metal .F4
type with fully adjustable tops. Floor plates shall.+finish flush with
the finished floor surface. The exact location of boxes shall be as
indicated on the drawings. Boxes shall be Steel City 600 series with
aluminum floor plates or equivalent..
2 : 0 5 CONDUCTORS
a. All conductors shall be copper. Conductor insulation shall 'be'-
TW or THW, except that THW shall'be used i,n fluorescent fixture
ballast compartments as a raceway.- R
2: 06 RECEPTACLES: Receptacles, wall switches and cover plates s alijbe
of the type and configuration as shown on the drawings. Where
indicated equivalent wiring devices of a different manufacturer may
be substituted. Receptacles and swi he are, s ,ecified.on,.�thae,..,,
drawings.
2: 07 LIGHTING FIXTURES.
a. Furnish complete all lighting fixtures'listedMin the schedu'e un
otherwise indicated on the drawings. ,Verify the ceiling finished and
suspension systems for selection of the proper type trim and support;,
arrangements of the fixtur
b• BALLAST:
1. Ballasts for fluorescent lamps shall be rapid start, high'..n
power factor, Class ''P' type, and shall bear the CBM and UL, labels''
2. All fluorescent light fixtures installed on ceiling shal.
be provided w',th,a 1;1/2",;spacer between ballast housing .
and ceiling
C. LAMPS`
a vry
1. Fluorescent lamps shall be by General Electric and shall '
be Watt Miser II unless otherwise indicated on the drawings
2. Incandescent lamps shall be 120 volt, as indicated on drawings."
i
3. Lamps shall be manufactured by General Electric.
2: 08 MOTOR CONTROLLERS:
a. Where indicated onthe'Draw1ngs,'indfor`contr8llers'shail'`e `
furnished and installed under this section. The•full load current A
and starting characteristics of each motor shall be verified for
proper selection of motor overload devices. Furnish and install all
steel shapes, etc., necessary for support of all motor controllers.''.
b. Combination magnetic, full voltage starters for three phase motors~
shall be three pole, horsepower rated, magnetically operated
switches, with three thermal overload units and heaters. A three''
pole hnr eppwar-ratai nonfusihle disconnect switch sh311 also be .
included in the enclosure. Starters shall be Allen-Bradley Bulletiif
712, General Electric CR-108 and CR-7008 Square "D", Class 8538, or
Wacr;nahn,ige Class 11-203.- Starters for single phase -motors shall
have only one thermal overload unit and heaters. Hand-off Cutler-Hamme
of I.T.E. automatic switches shall, be furnished in the covers,of all
starters.NOW
2: 09 UNDERFLOOR DUCTS:
a. GENERAL: The contractor shallfurnish and"insYtall the metallic':
single level underfloor duct system as shown on the drawings and as
,herein specified. The system consists of the duct lengths, junction'
boxes, support couplers, support elbows, plugs and all necessary parts
to install a complete underfloor duct system. The top of the inserts
shall be located approximately 1/8" below the top of the concrete.
b. DUCT: The duct shall be manufactured of steel formed into a `
rectangular shape. The distribution duct inserts shall be ellipsoi
shape to permit easier fishing and pulling of wire and cable. The.
distribution duct lengths shall ,have factory preset inserts spaces on .
24" ,centers and shall be 1/8" (1-3/8", 1-7/8", 2-3/8", 2-7/811) as "7r.
compatible with structural slab. The standard duct size shall have minimui
cross sectional approximately 3.75 square inches. Power duct at chiller
in super duct = +/- 8.9 square inches. The duct shall be protected,
inside and out, with a finish as approved by Underwriters' Laboratores,`'
Inc. Provide,.t)+' ti{s}ct„Svtem, one for_ owes, the other for intercom
system.
c. JUNCTION BOXES: The boxes shall be equipped kith factory
installed leveling screws at each corner for adjustment of the
junction box.top to the concrete screed level and for rigid anchoring
to the form. The cover plate shall be 1/4" thick and shall include
a 1/8" inner -tile trim. See drawings.
d. SUPPORT COUPLERS AND SUPPORTS: Intermediate supports shall be
installed where required to limit maximum support spacing to 6'.
Support couplers, and support_ shall be sou plied with factory ,stalledfil'V
c
leveling leg
e. ACCESSORIES: All joints between components of ihe'underfioor duct`
system shall be sealed against concrete entry. Marker screws shall k
be installed in accordance with the National Electrical Code: Unused
openings are to be closed by suitable plugs.
f. SERVICE FITTINGS:' Service fittings shall be furnished foi,high and.-,
lo)a tension application as indicated on drawings. Service fittings shall
be installed at locations shown on the drawings.
g. MANUFACTURER: The underflocr duct, junction boxes and other
components required by this specification and the'drawings shall be as'=
manufactured by Square "D" or Walker/Parkersburg.
2: 10 STORE MUSIC AND PUBLIC ADDRESS SYSTEM: r
a. Ceiling speakers as manufactured by Muzak, type and number
indicated on the drawings. Wall speaker with volume control.,---
b. Speaker wire - Belden #8492.
C. Microphones - Furnished by Winn-Dixie.i
d. Amplifier - Furnished by Winn -Dixie.
e. Microphone Wire - Belden 8762
f. Weatherhead and, Conduit for antenna.
PART 3: EXECUTION
3: O1 NEW ELECTRICAL:
a. All electrical, plumbing, and underfloor duct roughing in work,;,
in floor must be completed, all pullbox forms must be in place;
fine grading and screed work finished, before the above work is!A
checked, as to stub locations, by Winn -Dixie personnel -
b. Notify Winn -Dixie approximately two (2) weeks before the above
is scheduled to be finished so that Winn -Dixie can schedule the
checking of mechanical floor stubs and pull boxes. Stub ups and pull
boxes locations must be checked and approved by Winn -Dixie before floor
is poured.
3: 02
INSTALLATION OF CIRCUIT PROTECTIVE DEVICES: Unless otherwise indicated, -
protective devices shall be mounted with top of cabinet or enclosure
6'6" above finished floor, properly aligned, and adequately supported:`
indenPndentav of the conr.ectine raceways. All steel shaves. etc,
necessary- for the support of the equipment shall be furnished and;=`
installed by the contractor where the building structure is not='
suitable for mounting the, e2j went, direct y wthereon..�...
3: 03
INSTALLATION OF RACEWAY
a. All conduit shall be made up tight and no running thread s.bi ..bAt
permitted, "Erickson" couplings being used where necessary.',
b. Where conduits enter or leave outlet boxes, cabinets, safety
switches, junction boxes, motor controllers, etc., other than those
having threaded hubs, a standard locknut shall be used on the inside
of the box. All conduit shall be properly aligned, grouped and
supported. Exposed conduit shall be installed at ht angles to or "
parallel to the principal structural members.
£;
c.' Size of raceways shall not be less than NEC requirements. Larger
size raceways and/or pull boxes shall be installed if there is
4:
excessive length of unbroken run or excessive number of bends.
Combining of circuits, other than those indicated on the drawings, will
t;
not be permitted.
1'
d. Underfloor duct installed in a neat and workmanlike"mane r'in''strict
conformance with manufacturer's instructions.
3: 04
INSTALLATION OF BOXES:
a. All boxes shall be rigidly mounted and shall be equipped with `
suitable screw fastened covers. Open knockouts or holes in boxes 'shall '.
be plugged with suitable blanking devices.
b. Unless otherwise indicated or directed, wall outlet boxes shall be .-:. , ,,.:,<- _ . _..... � ,, , , >. - . .. ., �.:.,,.. .. _ _. __
placed with center line of box'at distances above finish floor as
follows:
1. Wall switches - 416"
2. Wall receptacles - 11611, general '4'611LLin cutting 'room-'-
3. Telephone outlets - 116"
4. Clock - see drawings '
5. Other - see drawings
3: 05
'INSTALLATION OF CONCUCTORS.
>:
a. Unless otherwise noted, all branch circuit conductors shall be No'
12 AWG. Any branch circuit run over 50 feet in length, measuring one",
way from the first outlet of the circuit to the panel, shall be No. 1
AWG to the first outlet.
'=
3: 06
INSTALLATION OF LIGHTING FIXTURES:°
a. All fixtures shall be properly and carefiAiy supported and aligned.•._
Furnish and install all necessary steel shapes, etc., for support of
fixtures as required and/or detailed on the drawings. Lighting,.,----'
fixtures shall be clean and lamped,with new lamps. ,
3: 07
EQUIPMENT CONNECTIONS` n,..� ,.: .- ..W00",. .
h
a. All equipment shown on the Drawings which are furnished under other
sections of these specifications and by others shall be connected under
{
this section. This equipment shall be considered as being furnished in
place.
b. Before connecting any piece of equipment, check the name plate.
data against the information shown on fhe drawings and call to the.,
attention of the Architect any discrepancies thereto.
E:>
C. The equipment shall be connected to the conduit system by means
of a short sectio ii,$',,.minimum) of flexible conduit u le,ss,otherwise,
ri`','
indicated. ... : -
''
3: 08
CONTROL DEVICES AND CONTROL WIRING`:
a. Unless otherwise indicated, all control devices such as thermostats,';
f
firestats, relays, etc., shall be furnished under sections of the
e.`
specifications and shall be wired complete under this section. The
intent of the diagrams on the drawings is to show the control devices and.'
i;
the extent of the control circuiting required and these diagrams shall
a'
not be used on the job. All control circuiting shall be installed in
accordance with diagrams furnished by the manufacturers of the control;
equipment and which have been approved by the Architect <.
3: 09
IDENTIFICATION OF EQUIPMENT:
a. Identification shall be provided for electrical equipment'. "'
installed by the Contractor. Identification shall clearly -describe
the equip-e-t and function. Method of identi£icatior. and descrip
shall be subject to approval of the Architect.
'
b; Panel hoard directory cards.shall-be completed with a typewriter to
indicated areas and/or devices served by each circuit.,
3: 10
BUILDING SIGN LETTERS:,. .fi '``"' '
a. Furnish and installed by'Winn-fh xie.-;,;,
b. Primary supports by General Contractor andelects Cal"connec`t`on`s by;
electrical sub -contractors.
3: 11
_
STORE MUSIC AND PUBLIC ADDRESS
a. All work shall conform to the best standard of the trade and performed
by qualified sound technicians. Speakers shall be phased out and '
adjusted for proper volume.
b. See complete detailed info mat.:1 on guide sheet abound as part of,"
Contract Drawings.,
3: 12
INSTALLATION OF PIPE SLEEVES:
^through
a. Install pipe sleeves at all.locations where pipe passes walls,
floors or ceilings above or below grade.
b. Where subject to moisture or weather, seal sleeves wig watertigh
sealant.
3: 13
AS BUILT DRAWINGS:
a. The electrical Contractor shall furnish Winn -Dixie, upon completion,
of the work, an electrical plan sepia showing all electrical work as ~
installed.
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a. All hot water pipe above grade and hot and cold water pipe above
ryZ 3: EXECUTION
ceiling or subject to freezing shall be insulated with 1/2inch fiberglass,
in
low pressure insulation with white universal jacket. Apply
3: 01 INSTALLATION OF CERAMIC TILE AND MOSAIC TILE OVER CONCRETE BLOCK OR
accordance with manufacturer's instructions.
CONCRETE SLAB:
b, Insulate condensate lines from Winn-Dixie's fixture and equipment
a=, Install in Portland Cement mortar bed by method F112.78 TCAI. Mortars,
with 1/2" Armaflex insulation above,
mixed grout, workmanship and application shall be in accordance with
ANSI•A108.2 (1976).
2: 12
HOSE BIBBS: Kohler Garden recessed number K-8980. Use 'frostproof' type
ANSI A1.08.1 and
in areas subject to freezing weather.
3: 03 INSTALLATION OF QUARRY TILE:
2: 13
FIXTURES:
a. Install with Portland Cement,mortar and acid resistance epoxy grout
„ „ Install in accordance with Method F1I4.78 Tile
1/4 3/8
Ii plumbing fixtures iradica _.._1, A _
a, Furnish and install a p s
with or joints.
Council of America. Tile by Method 112, Epoxy grout ANSI A118.3 (1976).
Fixtures shall be as specified or equivalent quality fixtures by
American Standard, Kohler, Crane, or Eljer may be submitted for
IVISION 10 - 'SPECIALITIES
approval.
b. TRAPS TO BE:
SECTION 10A — FIRE EXTINGUISHES.,:=,
1. FOR LAVATORIES AND SINKS: Brass, chrome plated.
PART L: GENERAL
_:
2. FOR SERVICE SINKS: ABS, schedule 40, ASTM D-2661,
q ners and required brackets as..
,Inita z exrrn uis q
Z Oa SCOPE. FuiiF s7a S
- .arid rz7re
indicated,
2: 14
WATER HEATER
1: 02 CODES :AND STANDARDS: All fire- extinguishers to 'ave' U'L. label an' .
a. As shown on Drawings, U.L. approved, glass lines, with double
be approved by the State and Local Fire Marshal's Office
heating elements, non -collapsible dip tube, storage capacity not less than
indicated on Drawings, UL approved, covered by 5 year commercial use
1: 03 WORKMANSHIP: Ex$inguih s,.to be. mounted and fully charge
n'
warranty.
PART 2: PRODUCTS
b. NOTE: Where specific manufacturer and model number is specified on
2: 01 EXTINGUISHER TYPES: Shall be dry chemical extinguisher Type DP-10,(A6(,)45
plans, the Contractor shall comply with same.
manufactured by Standard Fire Hose Company, Ansul or Elkhart.
2: 15
BOOSTER WATER HEATER (ELECTRIC):
.._
PART 3: INSTALLATION
a. Furnish and install booster water heaters (s) as 'shown on Drawings.
3: 01 Install top of unit 510" above finish floor
b. Locate where indicated on the drawings and as required by code.
3: 02 Furnish a card with current charging informationattached to extinguishers',
2: 16
CONDENSATE DRAINS FOR A/C UNITS:
It All extinguishers shall be wall mounted.
(DIVISIONS It TH .U.. 4 OMITTED)
i01VIS Q 13
a. Furnish and install drain lines to disposal point as recommended
_ ,I R,.
DIVISION 15 MECHANICAL
by manufacturer.
SECTION 15A - PLUMBING
b. Type "L" hard drawn copper or, schedule 40 PVC.
PART 1• GENERAL
ART
3: EXECUTION
1: 01 SCOPE: 'Furnish all labor, materials and equipment necessary for th`
the Drawings as
;3: 01 INSTALLATION PRECAUTIONS:
installation of -all PLUMBING WORK indicated on
specified herein. J
a. electrical, plumbing and underfloor duct roughing -in work in
1: OZ WORK REQUIRED: In general, the work consist of, but is not limitel,t.11
Q
.All
floor must be completed, all pullbox forms must be in place; fine
finished, before the above work is checked, as
the following:
grading and screen work
to a stub location by Winn -Dixie personnel.
a
- water s stem
Hot and cold
a- H Y
oakum,
in with oa
or no hub >, ,
spigot g
ell and s piping b. Make all joints in b p g
well driven in and molten pig lead poured full at one pouring, then
b. Sanitary taste system.,:
caulk thoroughly until air tight. Make screw joints between cast iron
a:
pipes and other pipes water tight with approved compound.
C. Plumbing Fixtures.
c; Make joints in vitrified tidy pipe using oakum and a stiff mix of
d. Lead flashing for roof vents..
sand and cement, or neoprene gaskets.
e. Connections to Winn -Dixie equipment
d. Make joints in copper pipe using solder.
f. Condensate drain lines..
e. Make joints in plastic underfloor duct as recommended by pipe
l: 03 SUBMITTAL DATA: Submit for approval three (3) cppres of brochures,
manufacturer. Lay plastic pipe with gradual slope to refrigeration
technical data and shop drawings of the folllowing: I.. ,n
trench.
trim.
f. Lay horizontal drain pipes to uniform grade; 1/8" per foot min.,
a. Plumbing fixtures and
riser pipes, vertical. No screwed joints permitted in drain pipes,
b. Drinking fountains
except as described herein before.
Water heaters
g. Where laid on fill, provide adequate pipe supports to maintain
C.
z
pitch of the line
1: 04 PERMITS, ORDINANCES AND INSPECTIONS
h. Sizes of water syst6m piping as shown on the Drawings Verify any
a. Obtain and pay for all permits and inspection fees' required.
omitted sizes. In general, pipe shall be sized to insure adequate
flow in the branches, especially in ,regard to flush valves. Pitch
Deliver to the Architect certificates of inspections issued by the
hot water lines to drain at fixtures. Run domestic water pipe
authorities.
overhead where possible.
b. All work shall be done in accordance with all applicable City,
i. Cut brass copper pipe by means of hacksaw. Remove all burrs and
County, State, or National Ordinances and Codes. Effort has been
metal chips, dirt, etc., before jointing pipe. Chrome plated pipe
made to meet or exceed requirements. The Contractor shall make any
shall show no wrench marks after installations; no threads shall show.
minor adjustments to meet these requirements at no additional cost to the
j. Adequately support all piping. Maximum spacing between pipe
Owner.
supports as follows:
C. Arrange and make connection to sewer and water and Day all costs.
r„ t rSTn..rTtnX1 nnnVT P r.q
1: 05 INST RUCT IVND ANL. an -
NOMINAL PIPE SIZE MAXIMUM SPAN
-
The contractor shallinstruct the Owner's representative in the proper
3/4" and under 5'
+• cf all en•,he
inmenr, Furnish literature provided by t
,`
1" 7'
cpe io^
a.
manufacturer. Printed instruction and maintenance data shall b@
7'
bound with cover in duplicate and delivered to the Architect,°
a
1-1/211 9'
2" 10,
1: 06 CHANGES:
2-1/2" 11'
a. The drawings indicate generally the locations of plumbing fi t1re5,' •.
3„ 12'
41114'
apparatus, piping, etc. If it is found necessary to change the
locations to accomodate the conditions at the building, such changes shall
t,
k. Provide for expansion and contracion oa all piping.;:.
. _and as directed by the
w>_thau t.a ditional-cost to the Owners,
be made d
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Architect. ""
3:
., ...
03 INSTALLATION OF VALVES:
PART 2: PRODUC
a, Isolate all major piping assemblies as shown on the Drawings and,,;:.
"r. " "'' •` r ^'- .''-.,.,,
ciass,'and latest ASTM
as required. Provide valve boxes and aoce ,panels where required,
t.r.
2: 01 All materials shall be new, first comply with
for accesibility,
Specifications and stand relating to such materials,._
b. Install service valve for hot and cold water at each plumbing
2: 02 WATER PIPING:
fixture.
a. Furnish and install dielectric or isolation fittings at,all point
04 INSTALLATION OF TRAPS4T__
where copper pipe connects to wrought iron or steel pipe.
•
a. Trap each fixture by water sealing, and vent all traps,Y
b. Piping under floor slab shall 1e Type K soft temper copper tubing;
ASTM B-88. No ioints shall be permitted under Floor slab.
05 INSTALLATION OF PIPE SLEEVES:
C. Piping above floor slab shall the Type L hard drawn copper ttibil},R.=ov,=.
a. Install pipe sleeves through walls, floors or ceilings above
ASTM B-88. Use wrought copper sweat fittings.
below grade.
Joints and copper pipe to be soldered with 15% silver alloy soluei'
b. All sleeves in exterior walls shall be filled with sealant
.d.
When water supplycontainsabove normal quantity of sulfur „45.sz".
alloy solder shall be used.
3:
06 INSTALLATION OF AIR CHAMBERS: Install bellows air hammer arrestor at',
each fixture. kT
2: 03 SOIL, WASTE AND VENT PIPING:
3:
07 INSTALLATION OF FIXTURE TRIM AND FITTINGS:~
a. Piping shall be service weight ht C.I. > ex
p P ,
building)
,'
a. Install trim and fittings and anchor each-t�ixiu
( 5'0" outside shall
b. Main sewer line from building line +.
;a •
„
'
be no hub, asbestos,b.
Include anti -siphon device on each fixture„
Z: 04 OMIT
3:
08 INSTALLATION OF PIPE INSULATION Install insulat'iontaccording f3?w
2: 05 UNDERFLOOR REFRIGERATION CQNDIT: ,
manufacturer's printed instructions.,, ' 3
conforming to ASTM 2729-6
a. PVC plastic sewer pipe g M
3:°09
.•... .-
,. -„ ;.
APPLICATION OF PROTECTIVE COATING: Paint alY buried or concealed steel,
b. 4" with O.D.., of 4:215 inches and 0,075 wall thickness. <'
,
pipe with two coats of black„;asphalt emulsion paint.
Ail
oil'
C. 6" with O.D. of 6.275 and 0.100 wall thickness. .,
6 ON"
Mmi
01
3.=10 TRENCHING AND BACKFILLING: ,-
d. All necessary fittings. z,
Trenches shall provide uniform bearing. Where rock is encountered
excavate 3" below the pipe and refill to pipe grade. After testing of
2: 06 PIPE HANGERS: Adjustable wrought cievis type hanger and rods; i==-
piping, trenches shall be backfilled to grade, tamped to 95% compaction.
Grinnel Co. or equivalent.
3:
11 ELECTRICAL EQUIPMENT AND WIRING:
2: 07 CLEANOUTS:
a. Control wiring and devices required, including wiring, boxes,'etc.,
a. Floor cleanouts for soil and waste lines shall have bodies of
shall be furnished and installed under this section unless shown in the
standard pipe sizes as manufactured by Josam Manufacturing Company,
electrical plans or specifications.
or equivalent.
3:
12 WINN-DIXIE FIXTURE AND EQUIPMENT CONNECTIONS: Connect all fixtures and
b. Wall cleanouts for soil and waste lines shall have bodies of
equipment complete as required for operation.
standard pipe sizes as manufactured by Josam Manufacturing Company,
3:
13 TESTS AND INSPECTIONS.
r or equivalent.
a. Make all water and air tests of the piping systems before work is
2: 08 VALVES:
concealed.
a. GATE VALVES: 150 pound, screwed, all brass, Crane -Company,
b. Test water piping to hydrostatic pressure of 125 psi and hold for
number 431, or equivalent.
24 hours.
b. GLOBE VALVES: 125 pound, screwed, all brass, Crane Company,
c. After the installation of sanitary piping, plug the ends of the
number 1, or equivalent.
system and fill with water to top of vents. Should leaks appear,
Unions have brass to metal ground joint seal.
repair and repeat the tests until the system is tight.
C. shall
2: 09 PIPE SLEEVES: Preformed plastic; Size to allow minimum clearance
3:
14 STERILIZATION: The sterilization process shall comply with all
between pipe and sleeves or insulation and sleeves,
governing regulations. After sterilizationand final flushing, the
local health authority is to be notified,11and their approval obtained
2: 10 ESCUTCHEON PLATES: Provide chrome plated escutcheon plates where
in writing.
exposed pipe passes through walls, floors, or ceiling in finished
3:
15 AS -BUILT DRAWINGS: The plumbing contractor shall furnish Winn -Dixie
areas,
upon completion of the work a plumbing plan sepia showing all piping
below grade as installed.
: 11 PIPE INSULATION:
SECTION 15B AIR CONDITIONING HEATING VENTILATING
PART 1: GENERAL
-� `'
3: 07 REFRIGERANT PIPING- T:
1^ 01 SCOPE: Furnish all labor, materials and equipment necessary to install
a, Test piping, equipment, valves and fittings, after installation.
200 t3 = the high
air conditioning, heating and ventilating work indicated on the Drawings,
+ a ra sure o' ps:
Test for Freon 12 refrigeran. ,o PreS
as specified herein.
side introducing dry carbon dioxide (CO2) throughout the treon
Bubble
1i 02 ELECTRICAL WORK: All wiring, including control wiring shall be
circuit. For Freon 22 the test pressure shall be 300 psi.
lather.
included under Electrical Section of the Specifications.
test all joints with soap
F h-
SUBMITTALDATA: JLIDmlt Tor five (5) C.oYieS Ol t3iC equipauerit
Wi.,u n;nina rlean of soap and pump out the carbon dioxide. intro .<r_
v. r"' r-r---o ; 'e
a halide
1:. U3 approval
br L_-_-, d:_ i ..,.. ,
- - - drawings. w i :t,v'rat �!•�
uiOC17 ul8s t6LulilLal data and/or uL shop dr aw i,lss. (New eYv
a test charge of Freon vapor and leak test all joints with
tree entire circuit
r
torch Finally, the £neon shall be Pumped out ar�d
for a
- _.., ,_
C.
-A '^f7" ^4� „ac,vm and allowed to stand sealed period
tart' _ _,.
'A test
iulcl.ly .y _uc
.., .". ..
ofeight 2i nO1175 without 74 Ci t1Cea�: .. `--- ==T ..g_ L:C/ all
of the equipment shall cause no perceptive vibration or objectionable
oftheArchitect or his representative.
noise in any portion of the building or structure.
presence
PART 2: PRODUCTS
SECTION 1S C - SPRINKLER SYSTEM
_I 01 SHEET METAL WORK:
q. apply -ply al this ._ `=
The requirements of Division i a 1 to all work n - -.-- =-. - "
Electrical trades snail apply to this
regarding Mechanical, Plumbing and
a. Supply galvanized steel sheet metal work, in the heating, air
section wherein applicable.
conditioning and/or ventilation systems in accordance with ASHRAE and
Furn ish all labor, materials and equipment and-iStaL'. SPRINKLER
SMACNA Standards.
is 01 SCOPE:
SYSTEM as specified herein.
b. Rectangular ducts over 12" wide shall be cross broken except
where ductwork is to be insulated.
1: 02 GENERAL:
C. Provide flexible woven asbestos duct connections in ducts as
a. Install a complete sprinkler system in accordanc^- with Bulletin No.
Board of Fire Underwriters.
indicated, Secure connections with galvanized channels. Provide a
13 as published by the National
braided copper bridge strap across flexible connections.
drawings and submit: to proper Fire rind.n.r,writers for
d. Dimensions indicated on the drawings are free area. Where ducts
b. Prepare shop
approval prior to commencement of installation. Install work in
,
are lined increase.dimensions to accomodate insulation thickness.
accordance with their appr^ -'
2I 02 MANUAL DAMPERS:
c> Submit shop drawings to the Architect,
approved manual louver dampers or splitter dampers where
a. Provide pp P
d, Furnish and install all items required for a a,r,a.e° fides¢
essential for the pitk:er opera -�-
shown on the plans and where necessary for the proper regulation of the
cias ar_stallation or that are
air handling system, and so located as to be accessible.
the work indicated.
e. Do no cutting or patching of structu al-meiaber�
b. Install fusible link operated fire dampers in all locations required
approval by the Architect. Where chases occur in masonrlr t.u.ls,f
by local and state ordinances of a type NFPA approved. Provide access.
layout accurately for the Masonry Con-.ractar; Yason:
Approval of engineer for access door location required.
shall cut chases,
21 03 GRILL, REGISTER AND DIFFUSERS:
f. Ali building areas receiving fin-J.— _a _-;.ling: sh..14 i
plc-ted sprinkler `cads.
a. Pattern, arrangement' and size indicated are Tuttle and Bailey.
Equivalent appearance and performance will be acceptable with all
g• Fire Department shall be "UT" laibelet
aluminum contruction and finish: (Applies only to new equipment required)
Bronze plate shall be lettered "Auto Sprinkler."
1. Ceiling Diffuser - Model PA-1 W/O.B.D.
h. The Contractor shall furnish and install sprinkler head cabinets
in the mechanical rooms,, complete with 24 heads and wrench far each
2. Supply Register - Model AN647 W/O.B.D.
system.
_ D fl. la:v70D.
3. Return Grill Fixed Bar Type W/40 e
and
t 1 drain test a._d alarm
i. Signs shall be provided for a1.1 control, ,
valves. Signs shall be minimum 20 gauge sheet mela , p?ckled
4. Ceiling Register - Series AN 30 Curved Vane W/O.B.D.
and treated, with!baked on enamel white lettu_.ng and border can rec?
background.
21 04 DUCT INSULATION: Insulate all supply and return ducts with 1" Owens-
Corning foil faced flexible vapor -seal duct insulation or approved
1: 03 AS BUILT DRAWINGS:
equivalent. Apply insulation as per manufacturer's instructions.
Apply mastic to joints with OCS 110 Type 2 Gray, or approved equal.
a. Furnish as -built drawings in accordance with Division I of the
21 05 ESCUTCHEONS:
Specifications.
a. Provide nickel plated, cast iron escutchteons where pipes pass
1: 04 NOTE: Location of main valve as approved by Winn -Dixie. No other
through floors, ceiling or walls in finished areas,
building shall be serviced by main valve servicing Winn -Dixie.
21 06 MOTORS: Motors one horsepower (1 hp) or over: 208 volts, 3 phase,
DIVISION 16 ELECTRICAL
60 cycle; motors -smaller than one horse power: 120 volts, 1 phase, 60
cycle.
PART 1: GENERAL
21 07 EXHAUST FANS: Fans shall be as indicated on Drawings.
1: 01 SCOPE:
2t 08 EXHAUST HOODS:• Shall be as indicatd. Provide dry type chemical
a. Furnish all labor, materials, equipment and accessories necessaa
system which
fire extinguishing system to meet all applicable codes.
to install a complete and proper operating electrical
indicated on the Drawings and
includes all electrical work as
21 09 GREASE FILTERS: Provide filters as indicated on Drawings.
specified herein.
21 10 CONTROLS Controls shall be as indicated on Drawings.
b. Extend the service from the point of service attachment furni-s'ing
furnished by others),
all protective devices (except motor starters
conductors, supports, raceways, etc., to serve motor loads, lighting
21 11 AIR HANDLING UNIT:
loads and miscellaneous electrical loads,
a. Furnish and install A/H unit 8 or units as indicated on the -drawings.
all drawings and specifications to become
All necessarysupports, f;}+in s, curbs flashin s etc. shall be
PP , g g ,
C. Contractor shall review
thoroughly familiar with --wiring details. All data presented is as
provided as required,
accurate as preliminary surveys and planning can determine, but
UNIT:
accuracy is rot guaranteed. Discrepancies found on different Plan
21 12 CONDENSING
or between plans and specifications shall be brought promptly the
attention of the Architect for a desist n, before preceeding with the
_,___a__ ;. _a ;« �� ;n
Furnish and 1nb tali Guuucii�iaaK un" aaau or urt -..--- - - -
installation.
on the drawings.
1: 02 All electrically operated equipment specified in Section 1.11 will be
2� 13 REFRIGERATN PIPE AND FITTING•
Winn � z w�aCe � 5by-Llixia tea dv for electrical
furnished and insLal„LO_LL an pa=
connections.
Furnish and install all necessary piping'for A/H unit and
1; 03 SERVICE: Electrical service and metering will be supplied by the
condensing units.
local utility company for 120/208 volt, 3 Phase, 4 wire, "WYE"
b. PIPING: Type "L" hard drawn copper tubing. FITTINGS: Wrought
connection.
copper with silver soldered joints.
1: 04 CODES: Comply with the requirements of the latest edition of the
C. VALVES, Packless, Kerotest, up to and including 1-1/811; larger
National Electrical Code, and applicable rules and regulations of
valves. Seal cap type, Henry.
..ocal and state laws and ordinances.
d. Install filter dryer ahead of each solenoid valve .in the liquid
1: 05 SHOP DRAWINGS: Submit a list of principal material items, giving
Approval or the list shall
line leaving the receiver. Install solenoid valves ahead of each
manufacturer's names and catalog numbers.
be from the Architect before orders are place. Shop
thermostatic expansion valve. Thermostatic expansion valves with
obtained
drawings shall be submitted for parelboards. Submit catalogue cut
external equalizing, Sporlan.
sheets of all lighting fixtures for approval, three (3) copies of
g e. Install double port sight glass in freon liquid line of moisture
each,
indicated type at each expansion valve.
1: 06 CH:aPtGES: The drawings indicate generally the locations of electrical
f.HA.NGERS:Grinnel Fig. 97, copper plated, at not over 10' intervals.
fixtures, outlets, apparatus, piping, etc. Any required changes in
additional cost to the Owner,
Isolate from structure with rubber in shear devices.locations
shall be made without
directed by the Architect.
and as
g. Isolate piping from all galvanized metal to prevent electrolytic
PART PRODUCTS
action.
� _
INSULATION: Insulate refrigerant and condensate piping
2' 14 REFRIGERANTg p
-�+, ra 1 Illy h a,l.l.
2: Ol GEettt':`L: In general, materials an ~polo .,s _ r
ions and r quirements o t`.e
above ground floor with.3/4" Owens Corning Co. O.C. flexible tubing
applicable tests, ratings, specifica
insulation. Apply as manufacturer's directions..
IEEE and NEMA and shall bear the approver? device label, of tree
Underwriters' Laboratories, Inc,
5 STARTERS AND WIRING:
Furnish approved automatic or manual starters for all motors called
2: 0) CIRCUIT PROTECTIVE DEVICES:.
for in this section of the specifications. Turn all starters over
GENERAL: Unless otherwise indicated, all bran c x t protective
to the Electrical Contractor for installation.
a,
device enclosures shall be NF.MA Type I, general put e?: ,ne• Circuit
protective devices installed outdoors or exposed to the weather shall
16 HEAT RECLAIM COIL
have weatherproof enclosures, NEMA Type 3R or Type t,
a. Furnish and install heat reclaim coil and or coils as indicated
on drawings. Piping shall be Winn -Dixie.
b. PANELBOARDS:
1. All anelboards shall be dead front safely ni3e , a doted on
P
PART 3, EXECUTION
the drawings Solderl.ess lugs, or connectors, t} ;le ct=-rent
Installation shall be rigid and ductwork free from rattles
number and sizes for conductors shall b" pr °rl.>ed ;a �,,_, on the
3: 01 DUCTWORK:
when in operation.
load side of branch circuit, and on neutral bars. All busses shall
and air noices
be aluminum. Cabinets shall be sheet steal ga,sxazaz9ed or ;;adi.um
contractor shall be responsible
OF ELECTRICAL WORK: This Co
plated inside and out. Cabinets shall be furnished wit.auut
3: 02 SUPERVISION
all wiring including control wiring of equipment
nack outs and holes for raceways shall be drilled ink ptanch d on
for supervision of
section and shall furnish all necessary diagrams
the job. Fronst shall be drilled and punched.;n Ahe ob> r7c.:ts
included in this
required, including control working diagrams.
shall be sheet steel with a grey paint finish over a primes, Doors
Entire installation shall
euin accordance
shall be hinged and latched.
3: 03 PIPING EQUIPMENT, ETC: aments of the
Drawings Specifications and Opp req2.
t the
All
with the ,
manufacturers of the equipment and shall perform satisfactory
circuit numberingdassindicatedoonethedDrawings. Panelbo arosp5111a-a
completion of the work.
be numbered with odd numbers on the left side of the panel a
even numbers on the right side of the panel. Paneltcards hall Ku�=
3t 04 PAINTING-:
a circuit directory card mounted in sa feriae with plastic Cr,..ls
a. Except as specified herein, all painting will be done by others,
mounted on the inside of the door.
Leave work free from rust, dirt, grease and plaster.
3- Panelboards which have branches that 'w%11 se-_,ve ,as normal
b. Equipment with a factory applied finish shall have scratches,
switching means for area lighting shall be
chips, etc. primed and touched up with materials which will protect
protective devices on all breakers which serve
the surface and match the adjacent areas.
with local switches, receptacles, appliances, watelr
similar non -lighting loads to prevent inadvertents=asw-
c. Paint interiors of ductwork visible through grilles and register
these services when switching lighting. Hand
anon
flat black.
shall be the -padlocking type especially
and shall be suitably fastened in place.
31 05 CLEANING AND ADJUSTMENTS: Upon completion of work, clean, oil, and
grease all fans, motors, other running equipment and apparatus and make
4. Circuit breakers for panelboardu slia l be bolt- _ded ps
certain that all such apparatus and mechanisms are in proper working
case, air circuit breaker type. Brea.k.- shall hav -mal-
order and made ready for test,
magnetic trip units and multi -pole break shall h com,
trip bar so that the tripping of on role w+.11 auto 1+
3i 06 TEST ,AND BALANCE:
all poles of each breaker. Breakers sh it ?::e trip-�-
indicating and shall have quick -:sake, quick -break c ,
a. Each system shall be balanced to assure design performance.
Manufacturer the same as the main swatch boards.
After final installation of all equipment, a complete test and
balance shall be performed on all air distribution, condenser,
chilled and hot water systems or circuits.'rest to be made by
S. Lighting panelboards shall be Square "D", I•„.-,
G.E.
Westinghouse, or
qualified mechanical contractor and test report sent to Winn -
Dixie.
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