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HomeMy WebLinkAboutSt. Lucie Plaza 31627N
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ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CODE COMPLIANC
DATE
STRUCTURAL
PLUMBING
ELECTRICAL
SUBJECT TO
1. SOUTHERN STANDARD BLDG. ODE
2 NATIONAL ELECTRIC CODE
3. ALL LOCAL AMENDMENTS
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3RA',VING TITLE
OFFICE
DETAILS
DATE.
CRAA,'N BY:
CHECKED By:
DVISION:
L
STORE N2
WD. GUIDE PLAN
2
4
4 I f
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/ flsotZ TILE AFTE2 iZEP6I6. TUPileJ4
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GENERAL NOTES
1. Contractor sh.,ll verify location Of Oxistin€ pull -boxes
IFto be reused,
2. All dimensioiis are cumulati,,e and are taker) from fa_n,;sh
face of `call.,
I �
3. It is recc mend d that the sub -contractor arranUe a pre -
job i
conference w.i *l the m-i-enance superintendent fir
review and clarifica`,loil ;)r1,'>r to star -Ling gill. k'Or}:.,
7- T: Cont a.Ct: �
C
4. Cantract is cant -;rued not. to pour any portion cf
concrete floor slab until Un—r r
rc rnd a ilitic's are
checked, AiliilV n 1'11. ,*)I. Am 1311 G pit"C wf_ei.S Pi1pr to Cilec in'g.
S. Fill a'.1 a1` rlo"ed riUal 1.1ox � .c7tit C Ban PJ?1tP- sand and
CG'4 er P:,!I 1 box ti t a )l 2 ` k �. ! .,acre. LC Ci A,„ tile,
T_. r,
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C o e r i t h e ra i n sun e r t, i. o r r
cla-!Ic-' 10"I r-lrior to s t a t i a T: v iso Ilk
a t 'I C - c - i S cautioned now to )'Our any "-nrt ion, of �or.c,
floor :lab until underground unlities are checked. "I ow
a l'i, Mum of t-,:0 weeks prior to checking call: ROL-10-4f-7 VWvkAN,r, e
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--__..__.__� # NEU T.R A L.
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1 I't4 THW(N� -Ak6,4-Hw(30C) 2"PVC -
� of -
OTE: ALL FIELD WIRING BY
ELECTRICAL CONTRACTOR
I"4 THW(i.G GROUND)
w
TERMINAL BOARD
ISOLATED EQUIPMENT GROUND SYSTEM
(SINGLE' LINE DIAGRAM)
—HANDY BQX-0) HUBBELL UNDERFLOOR DUCT
I.G. 2410 SINGLE OUTLET = SERVICE FITTING
RECEPTACLE &COVER SQ.-D CAT.NO.G2-CA
UNDERFLOOR DUCT
SENSING 'UN'T MCDEL
®
I i
� 1 2 A.W.G.
N0. VM-2 ND MRIAL BY
I
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TO EM
PANEL
_
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TO N.C.R.-I.G.
EQUIPMENT CORD
71C HAINES ST IAX *L.3?206
PHONE (904)a.
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-
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b
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r)r3 aN,rtiF:N„
—
HUBBELL LG. 5GC}FA�=dAM
ORANGE
SIN -'LE RECEPT.
f
/4"CONDUIT
CONTRACTOR TO PROVICE 2552
AND
TO
i0 FA 1 10 A.W.G
N.C,R.- LG.--.=.w_
PLUG- HUBBELL 5666 -CY 782
S
SYMBOL
SYMBOL
FIRIMARY
COMPUTER
11 PLU11
SPEED LANE POWER RECEPTACI.F nFTAII �1
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t
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1
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CS-2
CS -I
--I
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- *OTHER MANUFACTURE ARE' WALKER DUCT
SYS'F r'r`�
'rE AS EQUAL,
LAYOUT BASE ON.SQ-D DUCT SYSTEM STUB,
-UP 2 L .TO=aE
END 6 "AND OTHER 18"
*4
y
W I - RECEPT RECEPTACLE-
251 SINGLE ..
G RR�:'�4 2552AND 782 RECEPTACLE- ONE MAX PER SEE DETAIL "D'•'
m LEG CIRrUIT NEMA 9-15R } a NOTE 7
LEG
T-8255 HUBBELL G 24 O
SINGLE RECEPTACLE SEE OETAtL '.E„
WHITE J
(TYPICAL FOR TWO )
GREEN
`SEE NOTE#4
i
I I
3/4°RIGID COND.
EXTENDED THROUGH
CONC. FLOORING -
THREADED & CAPPED
OFF. LOCATE CLOSE
TO N.C.R. PANEL
3/4" COND. TO
OFFICE RECEPT,
CONNECT TO
PANEL "NCR"
1 1/4"CON D.
i
I
I
I
ELECTRONIC CABLE STYLE NO.
T6173 h ANJFA CTURE' B L:RAND
REX Z t i 6AlwM OR 3E, Ei I"N 1 YELLOW TWISTE._? PAIR
NO BLACK
o
BLUE. '
N.C.R PARTS
``✓i:,< TWISTED PAIR
RED
NO. 006-10-00747
—FOIL�HIELD
N.C.R. COMA CA3__I 1=7.���--"—;
NO SCALE \E7s
CONNECT TO
JB. FOR AMP.
I"CON D.
CONNECT TO
PANEL. "PLL,
CONTACTOR e
PANEL PM"
I!/4"COND.
I EMPTY COND
N.C.R. COMM. CABLE LOOP--�.
PROVIDE A NEOPRENE
INSULATED BUSHING -
i
UNDERFLOOR DUCT
aO-O CAT. NO.G2LL
\V
w
MIC CABLE
SYMBOL
N.C.R. 0MIM C A3i_,E I-GC~In
NO SCALE.
iCONNECT TO PANEL"PLL'
CONTACTOR AND PANEL"PJM
CKTS 18,19,20,21,23,25
1 1/4"CONDUIT.
IT CC TO TELEPHONE
'�--- BD AS DIRECTED
I' TIME CLOCK
PAY -PHONE
OFFICE 1 - 3/4"C TO CEILING
' SPEAKER RUN TO
RUN TO WALL UP ATTIC
TO TO
CHECKSTANO
,
LTS , CK T FV, 5 __ .
� ! C TO RECEIVER
RUN TP9 477r.:
r -v TO W ' UP
TO aT T't AND
OVER O AUTO
rv`I A l i t. DOO .R'C _./
C.S. - CHECKSTAND
R.G.C.-- RIGID GALVANIZED CONDUIT
3 0C- THREE PHASE CONDUCT(DRS
P.L.U. - PRICE !._OOK +_P
N.C.R. NATIONAL CASH REGISTER
P.V.C.- POLYVINYL CHLORIDE CONDUIT CH_40
® GROUNDING SCREW ON RECEPTACLE
NOTES
( I) INSTALL A G.E."THYRITE" 9L15BCC-003 LIGHTING PROTECTOR,
(2IALL WIRING TO BE COPPER.ALL GROUND WIRE TO BE GREEN
HAVE TWGP IH,INSULATION & BE ISOL) E.:D FROM METAL CONDUIT
DUCTS& Bij)<FC, WITH CUNNEC'TIONS ONLY ATPOINTS SHOWN.THE
F-4UIPm i ':NC .,a.. R ^, °z D•SCTOR SHALL NOT TOUCH `'Of'D:,si7, ; XES
ETC_OR EXCEPT AS DESIGh..T'E;U,
(;3) CONTRACTOR 70 PROVIDE ELECTRONIC CABLE,OUTLET BOXES, YERMiNAL STRIPS
4 BAUXILIARY EQUIPMENT PULL WIRES tz LEAVE AMOUNTS OFw,RE
AS SHOWN IN DETA1L "F " CJNNECTIONS aY 11CR
(4) ONE OF BE TWO riEL,TRAL 'BUSES MADE INTO A ISOLATED GROUND 8US.
(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
ASSOCIATED WITH BUILDING GROUND, WHICH CAN CAUSE IMBALANCES IN
DELICATE ELECTRONIC CIRCUITS.
I
(6) ALL ELEC7R, :-_-.'c�,,REWENTS ARE BASED ON ALL COMPUTER.
EQUIPMENTS OPERATING SIMULTANOUSLY.
(7)INSULATED GROUNDING CONDUCTOR FROM-CHECKOUTSTAND MOTOR CIRCUIT SHALL
RUN TO BUILDING GROUND CONDUCTOR SYSTEM. THIS CONDUCTOR MAY BE LOOPED
FROM OUTLET TO OUTLET AS A CONDUCTOR BUS SIZED AS PER N.C.R_ REQUIREMENTS,
THIS CONDUCTOR BY NO MEANS CAN BE CONNECTED TO THE ISOLATED GROUND SYSTEM
CONDUCTOR IN THE N.C.R.- PANEL -
(8)SEE PANEL".EM" SHEET E-3
(9}PROVIDE A UNDER VOLTAGE SENSORS FOR EMERG. GEN., ADJUSTABLE PLUG 'IN
DESIGN,SOLID STATE SENSING CIRCUIT. TEMP. COMPEN SATED-S'TABILITYt 2 VOLTS
FROM MIDPOINT- CF THE TEMPERATURE RANGE (-25F (-32C) TO -175F (-79C) AT NOMINAL.
120-VOLTS) ADJUSTABLE FROM 5T020 PERCENT BELOW THEPICKUP VOLTAGE SETTING
SEE DETAIL THIS SHEET
(.0) EMI FILTER TO BE MODEL NO. 2077 MANUFA_CTllRED BY CAPTOR r7,RP_, 5040 DIXIE HWY.,
TIPP CITY, OH70, 45371 PHONE 140 513-567-84 $4
TERMINAL srRlPs MFc Sr/A%At-C;L6,j.H'1F,;,
BY CINCH MFG C^. FOR
15 01 H O R S E A `J E
ELK GROVE VILLAGE , ILL 603QT I -RESIDENTIAL ,A.L MUFFLER10 -141 FURNISHED BY CONTRACTOR 2--FLEXiBLE EXHAUST CONNECTOR
INSTALLED BY N.C.R. 3-FLEXIBLE FUEL LANE
4-HOT AIFr DUCT A AI rT c
5-STARTING BATTERY
6-BATTERY RACK
7-GAS CONVERSION
TERMINAL
FOR 2552
I, -GAS SOLENOID VALVE
9-VIBRATION DAMPERS
NOTE:MAKE C.S.LOOP
6' LONG
10-AUTOMAi C I-OAD TRANSFER CONTROL
•ONAN"
OFFICE
LOOP 13 LO��G
MODEL NO. ATUEA"-LTEU is c7.A. 14'•'tt"r.F
END TAILS
2' LONG
W/TD ON RETRANSFER TO NORMAL
-
I{ -TEST SWITCH
12-OPERATION SELECTOR SWITCH
13-EXE-RCISER SWITCH
14-2AMP 5C.R. FULL FLOAT AUTOMATIC
BUTTE'-'Y CHA 7GER
16 '�>Cl fkIOF 3PO!.E CtRCUIT BREAKER
Ic _SEE NOTE Nr: 9
�3 Url1°1Pva KID �®s - o3Z3
0
s
HANDY BOX & HUBBLE I.G. , 6!
SINGLE CUTLET, RECEPTA<.-C
AND 3TEEL_ COVER
(� OFFICE
2552
—ORANGE
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# 12 A.W.G. TO _
I' 3/4"CONDUIT
SYMBOL
OFFICE TERMINAL_ RECEPTACLE DETAIL
NO SCALE -- —------- — ' \ E
IMPORTANT:
THIS DRAWING APPLICABLE FOR 120/ 208 V , 30, 4WIRES
POWER SYSTEM
(DO NOT USE FOR DELTA POWER SYSTEM )
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DATE:
DRAWN BY.
CHECKED BY: � .—�
BRUNING 41268 -
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REFRIGERATION 'Y 'T SCHEDULE
REFRiG. EQUIP CASES OR COMBINATION OF CASES IMFOR., ELEC. EQUIP. BUILT IN CASE 20SV, 10 CASE CIRCUrTB MIN, SYSTEM
COMPRESSOR Wi� FOR D1ZG REF DEPT. E
SYSTEM MFGR'S COOLERS FREEZERS ROOM IF TYPE 13 UST IN SEQUENCE 2OSV. TEMP. CONTROL,206V CASE CONTROL
z AMPS. CONNECT COND° MO1 ; r s T LINE 3IZ ES
NUMBER NAME SERVED BY A REFRIG. SYSTEM NO. OF DEF T HEATERS, 120V LIGHTS, 120V. TAG NO COLOR btN u� �e a �>�T REF CASE
COILS MOLD S. ANTI HEATERS, 12OV. FANS A®R C� gIZE SIZE T 8 Dw >o V L YEASP
H.P. pF �,� g SY. SUC LIQ. RISE H°G.
+ �i t , I?(' �i+>. ii fx r41 t•. +W, J_. rj V L 'Z ,,, d r
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FANS CONTROLL O 8Y THERMOSTAT ON A HIN N. WALL
i POWER ROOF VENTILATORS "OOLAIR NO. D- FAN NO.I-RUN AT 73"F, S ABOVE FAN NO. 3-RUN AT 84°F& ABOVE FAN NO- S- RUN AT 89*F 8 ABOVE
r8
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-BCDE; FANS &'ACCESSORIES TO BE PROVIDED BY CONTRACTOR. FAN NO.2- RUN AT 77"F 8 ABOVE FAN NO.4-RUN AT 8S°F9 ABOVE FAN NO 8- RUN AT 93O F: & ABOVE
TOTAL M.P. REQ'D.( REFRIG. COMPRESSORS AND
REF SYSTfMA THRU_SIYFD FORS#. C°ONN, LO_An EXHAUST FANS)__ e . _ .
TOTAL H.A AMPERE LOAD
REF. SYSTEMS—THRU—SIZED FOR A. CONK LOAO TOTAL 208 V 30 CASE AMPERE LOAD ... . .
TOTAL 208 V- 10 CASE AMPERE LOAD.
TO`.AL 120 V CASE AM P ER LOAD,
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D R A','JN BY
CiIECKED BY:
;VISION:
QrOPE N2
'A,;:iDE PLAN
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DIVISION 1-CLNER.=?_
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GENERAu 'Tl''ry}
1_ . 1 CON' I : ,.0NS
" General Conditionswof the contract for Construction" AIA
The
Document A201,Lotast edition , with the following Supplemental General,;
Conditions shall constitute a part of the contract documents and ^,
I
will govern any contract between the owner and any contractor £o-
the construction df any part of the project
r
1.2 CONTRACTOR'S INSURANCE
A. Owner's Approval: -.
I
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 al low ary subcontractor to commence work in his
subcontract until all similar insurance required of the subcontractor
?
has beer. obtained and approved. „<w. ,.w_ _6 •,....
,
B. Insurance:
�
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The Contractor shall not commence work u nder `th is c ontra ct tin
f
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f insurance satisfactory t o Winn -Dixie
h e has furn ished evidence o , •
P
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'm liab it t
jai s all c >
"mself a ainst ,
s for hi
5 totes I nc. as well a g
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damage and accidents.Ot
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's ex ense maintain sus h insurance n
The Contractor shall, at hi p ,
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full force and effect during the life of this contract, including
completion and final acceptance of the work. Cancellation of such
- P
insurance shall not be made without written notice from the insurer.-
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to Winn -Dixie Stores, Inc. 30 days prior to said cancellation.
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P.M1..
The minimum kinds and limits of insurance, to.be Garzi,ed,,by the.
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- as follows:
contractor shall be.
Workmen's Compensation to include all benfits applicable '
under the Workmen's Compensation Law for all emplo ;e s „ £
the Contractor and all subcontractors.
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Pro art
Comprehensive General Liability, Automobile, and p Y
ij
ama a sin le limit of $1,000,000 per occurrence, either ,
€_ D g g
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bodily injury or property damage or combined. Such insurance
i
shall include Contractor's Protective (Contingent Liability)
1
1
and Contractural Liability Endorsement.
F RFORMANGE ' PAYMEJ A9N0- W rLIU, AMOUNT of coNrgAcr 6i1M Fll RaiS4r ,ro oWN6R ; -
II
60"'rr "
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;
PRior TV .:IWw;J OF �pHrTTJZUCT)0,4
C. Protection o Persons and Property Lm
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The Contractor shall be responsible for initiat11111
ing, maintaining and
�
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on with
connection
v precautions and programs rams in con
supervising all safet, p � P g
the work.
IThe
Contractor shall take all necessary precautions for the safety of,
i
and shall provide all necessary protection to prevent damage, injury
°
or loss.
The Contractor shall assume the risk of loss or damage to his '
�
ant and em to ees
construction machinery, tools and/or equipm p y
`
tools and effects, caused by fire, extended coverage perils,
f
vandalism and malicious mischief, .
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S
_:
de if anon . . D. I n mn i s _ry ,. _.,.
I
r The Contractor agrees to indemnify and hold harmless Winn -Dixie
I
Stores, Inc. its subsidiary companies, and the property owner,.'"'
ama includin dams a to'
fr a 1 claims uits losses or d e
om 1 s
> > g ( g g
person or property) arising from anything done by or negligence`of
�,`
the contractor or its subcontractors or the officers agents or
I
employees of either while engaged in the performance of this contract,'
or while in or about said building or premises, or arising from
Iaccident
or injury to any subcontractor or any officer, agent or
a
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 fr'
any casualty or accident resulting from employees engaged in the
work contemplated under this contract, or any tYLird 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.
, � .;
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-1.3 PERMITS AND FEES:x " j " �
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1
The contractor shall provide and pay for all construction its, and.
I
Ishall pay any fees incidental to any inspections required by law, .
*4�
1
i "I,WATER
AND ELECTRICITY '
,,•All water and electricity necessary for the construction of the project
shall be paid for by the contractor. Contractor shall make all
i
necessary arrangements for these services:
SUPERVISION OF THE WORK ` P •: . , e
a
, ._ The contractor shall provide a thoroaig 1"competent oreman "oT''
superintendent who shall be in charge of the work at all times during',
she construction. ,< �, � ... ,> .::.<. , . ... � . ,� , ..
600 OW
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CONTRACT BREAKDOWN AND PAYMENTS
i
r a eed b t o 'owner- ""
On or about the first day of each month, o as gr y h
1
for a me t. Each.
s all re are a re uest n architect the contractor h
f `; > P P q P Y
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 da"'
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ofthe month 'ust revious•
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Monthl re uest for a meet shall be s bmitted to w er
Y q Y u the o n
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architect broken down according to the specifications based upon the=
Uniform System for Construction Specifications. Data Filing and
j
Cost Accounting. The owner shall retain 10$ of the amount of each
' I
progress payment until final completion and acceptance of the work
€
covered b this contract. After final acre tance of the work the
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Owner shall continue to retain 10$• of the amount of the contract, or,'
I
shall retain the full amount of`the last or final payment due to
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Contractor, whichever. is greater in amount,, until presentation by
the Contractor of all affidavits re uired b. the Mechanic's Lien Law`
f_
_, .,..
, of the State - „. .., ..- Y„ _ ,,_:
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SCHEDULES
i
The contractor shall furnish the architect with a schedule indicating P
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
f
,
11
owner in making these -selection§ without unduly c)eiaying the,,work.
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1: 8 AS BUILT DRAWINGS ",,. ,. , ,. , . ",..., :. ,. ... :`
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During the progress of the work, the job superintendents of plumbingi
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Iheating, ventilation, air conditioning and electrical subcontractors
shall record on the drawings (one complete set) any variations from the
i
contract documents and this set shall be turned over to owner -architect'
1 i
at . the completion of the job.
1°"
'-
1.9 SANITARY PROVISIONS�'�"' " ,
The contractor shall provide and maintain in a�neat and sanitary -,
i
I
condition, su h accomodations for the use of his employees as may
be necessary to comply with the regulations of the State Board of Health''
and any sanita y regulations of the community in which work is being
performed. NO �'UISANCE WILL BE PERMITTED.
i!
I
11.0 GENE A,, NOTES
i, I
I
A, Alterations to existing work being of such nature that all facet`11
;
of being impassible to detail and specify, it is, therefore, the
cs°rcnsibility of the contractor and the intent herein to
t
arefully examine the building and completely familarize himself,';;
with the existing conditions and correlate these conditions with
I
the scope of the proposed new work, in order that a complete, neat
Iy
and workmanlike completed job will be the end result all in full ;.
I !
accordance with the intent of these drawings
B. The contractor shalom verify all existing dimensions and dimensions
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ow win s ' P ' w the work.
sh non the. dra g oefore grace.ding with e
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The demolition of existing work shall be done as the wank progresses.
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All materials which cannot be resued and those not noted on the
(
drawings to be relocated sha12 be reme°red from the site, Removal.
31
of existing work shall be done it a careful manner sc as pat to
I1
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
safeey precautions during all phases of the work to protect
from injury all store customers, store personnel and workmen,
,.; any and all surfaces which are darayaged during demolition and
are intended to remain shall be repaired and refinished to match
11
11
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.
`,
i
E. All corridors, aisles, etc. shall at al"1 times be kept free of
stacked new materials, all debris and contractor's equipment
n order to maintain continuous, unobstructed, pedestrian traffic.
F, All items removed becomes property of contractor.
I.11 TENANT'S EQUIPMENT
I
fr ezers - Furnished and
A. Refrigerated display cases, coo
x lers and e
Y ie Con acted read for us b contractor.
ed b Winn -Dixie: n nstall Y
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B. Machine room racks - Refrigerat.ion 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 bycorLracLor , Note: The refrigeration tubing is
furnished and connected by Winn -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 equi meet
furnished and installed by Winn Dixie. See p laps for items --
requiring electrical connections by contractor .
D. Wall lettering Furnished and installed by Winn -Dixie.
E. Winn Dixie sign letters Furnished and erected by W' n-.Da
Connected by Electrical Contractor.
F. Sofa - Furnished by Winn -Dixie. Set in place by Landlord
, I v
,G. See drawings for additional qualifications and clarifications•
H. Refrigeration tubing - Winn -Dixie will furnish and connect all;;
tubing to display cases, machine room racks, coolers, freezers,'1-
and heat reclaim coil. rs
I. Refrigerated display case8, coolers and freezers: Electrical and,11
Plumbing contractors shall make connections for complete
installation ready for operation.
,•12 BIDS -
nn-�Dixze or the a _. r reserves the right to reject any and aI2 bids`
without penalty or :-r=.:.'_,.iice. They may alto accept bid they desires'"
for the performance of r.te work.
W.. � ,. ,
,,-I,
I9ISION 2 - SITE WOR
1
1y
2.PE SCO
The ontractor c shall visit the sitef�and shall determine for himself17
the existing conditions which affect the work. He shalj also determine
for himself the availability o£ any suitable earth required and the
quantities of such fill needed.
The work included in trhis section is clearing, excavating, filling,
P gg g ing necessary to complete the work shown
on the drawin s.F111 , i 0, 000,10 ,� 1. _. .
com action radin and test
WON
2 CLEARING
The area to be covered by building shall be completely cleared of all
material and matter. All voids and holes caused from the clearing
operations shall be filled and compacted. The contractor shall reloca e
any existing utility poles, meters, valves, etc. as required to complete
the proposed addition.
2.3 EXCAVATING AND BACKFILLING "'
The excavations shall be to the depths and dimensions indicated on�the`
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
a -proposed grades, Fill shallbe distributed in layers too depth
suitable for the compaction technique used. Where possible tamping,;` N
AM
r,
I'llshall be done by mechanical means.
2.4 COMPACTION TESTS
After ail 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 Designatioi
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, W,
r
2.5 DEWATERING ,•
Remove all water from excavations befo,,' piaciiag'`concrete thereln
and maintain the excavations free of water until concrete is placed ,
ii
'
Provide dewatering equipment as necessary to conform.`° ._,
,6 SOIL POISIONING
hal be rovided for termites in accordance with t e.,"
Pretreatment s 1 p , �,
recommendations by the State Board of Health
specifications, a certificate stating that the building has been'
t ermite infestatio n for a erio
ar teein a sins t
and u an P treated
g g g
fur ished.
of one e ar shall be n
Y
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. Allreaks in slabs, such as
expansion joints, wherever pipes, conduits, etc•, extend through slab,=`
shall have material applied -at double the normal rate.
2.7 ROADS AND WALKS
Contractor shall be responsible for repairing any damage to existi1111-
addition,
ng'
k ,� �
paving or walks which are incurred during construction of the .
quality and appearance of same shall be as presently exists.
11
DIVISION 3 - CONCRETE
SECTION 3A - STRUCTURAL CONCRETE:
' 11
GENERAL
PART 1:
1: O1 SCOPE: Furnish all labor, materials and equipment necessary to
complete all CONCRETE POURED -IN -PLACE as indicated on the Drawings
-
,,,",.,,-:and as specified .h .erein,
a es to
�1; 02 COORDINATION WITH OTHER TRADES: Cooperate with other tr d
coordinate all openings and placement of embedded items which are
required to be furnished and/or placed under those sections of the
Specifications pertaini.rg to those applicable trades.
03 REFERENCE STANDARD: Un:iess otherwise noted on the Drawings ar
specified herein, all concrete work .shall be performed in accordance
' W,ith. all applicable requirements of the "Specifications for Structural.
Concrete for Building 301-72." One copy shall, be kept at the job s*..e
at all times. 301-"rZ shall e supplemented as follows:
11
t a. SHOP DRAWINGS: Only shop drawings for the fabrication and placing
of reinforcing steel tar structural columns, beams and Slags will be
required.
b, TYPE: Corcrete for this project shall be: working stress type
concrete.
C. STRENGH: Refer to the pates on the Drawings for Z8 day
c.ampressive strenght requirements.
d. PROPORTIONltiG OF INGREDIENTS: Use Method 1,
e. REINFORCING STEEL: Comply with the requirements of ASTM A615. Provide
grade 40 to 60,
i
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 proporticns
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 'ccordance with ASTM r,-3q, SPcllre 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 wit',.[ the provisions
of t is action or all cast in -place concrete shown on the Drawings
Lions.
f these s ecifica
or required by other Sections o p
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 pane'_ 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 cootie s: Provide commercial formulation form -coating
compoun s 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" art each side of the ^-nim'a" design
w .
profiles and dimensions sho n
h. Clean and repair surfaces of forms to be resued in the work. Split,
frayed, delaminated or otherwise damaged formfacing material will
not be acceptable_ Apply new form coating compound material to
I concrete contact surfaces as specified for new formwork. 14hen
," forms are reused for successive concrete placement, thoroughly
clean surfaces, remove fins and Iaitance, 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 sur face
we' ht.
f or wi ll bear
water has disappeared and as soon as la �g
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 or shall be green "Colorcron" by Master Builders.
specifications.
1: 03 Apply in two (2) coats according to manufacturer's
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 specified
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
buildin cod g e, 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 a a -
d m e b chi in breaks e or soilin .
g Y PP g: g g
3: 02 WORKMANSHIP:
r a. All masonry walls shall be true and plumb. Where no bona 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, Ali workmanship shall be of the highest grade
b. Concrete masonr nit y u s shall never be wetted prior to laying
pI 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 beards so it will
at all times contain as much watex as it is able to carry.
b. Time Limit. All mortar shall be used and placed in final
p
position within 2-1/2 hours after mixing when air temerature is
80 degrees F or higher and within 3 1/2 hours when air temperature
is less then 80 degrees F.
3: Oa MORTAR JOINTS:
a, Standard thickness of mortar joints fax 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
blush 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 erer ,.t masonry when the temperature is 35 degrees F. or below,
..'.^.-en tlae teT..e a,.«e 4() A c A -C 1 1
,+. •. - y ra 1. 1 z. �.egrec� s . anll ,alxlrt6.
b• Properly protect the surfaces of masonry trot being worked on.
Cover the top of construction with a strong waterproof memo.....,
well secured in place to'?revent rain from entering the cores of the
units.
3: 06 CLEANING:
a< Perform work in a clean manner. Remove dropgsing 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 o£ wor4,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 S - METALS
SECTION SA - STRUCTURAL STEEL
PART 1: GENERAL
l: 01. SCOPE:
a. Furnish and erect all STRUCTURAL STEEL indicated on the
Drawings as specified herein.
1. M, c1, �11 nor.scow anrvnnr knits 'K.' i,l nlatPr�. 'insar°'c
. _,..rn i..,., .--- ....__...,_-s --- _____, ___.._._a r_____,
connection material, and/or other accessories, necessary and
incidental to completely erect a1Z structural steel,
C. Items which require setting in concrete, or attachment to
materials of other trade, shall be furnished co the General
Cc,:_ -actor for his placing or proper°�=2: _:g. The fabri_ator's
shop drawings shall included accurately dimensioned plans for
giacement of these items to properly receive the steel.
d. Materials and items necessary and incidental. to hanging aYSd or
supporting architectural, mechanical, and/or electrical components
of the building are included under their respective sections of
the Specificatians.
1: 02 STANDARDS: All structural steel £ramting shall. conform to the
American Institutes of Steel Construction Specifications for the
Design. Fabrication and Erection of Structural Ste l far Buildings,
last revision, and ASTM A-36 latest edi.tian,
1: 03 SHOP DRAWINGS: Complete fabrication shop drawings and erection plans
c fabrication,
shall be submitted to the Architect far a proval ri.or t
P. P
Shag Drawings must carry the stamp of the contractor showing they
have been checked by him.
WELDING:
a. Both shop and field welds shall be made only b;• welders and
welding cperatars 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.
1: OS FIELD MEASUREMENTS: Take all measurements in field as required ,.a
verify or supplement dimensions shown on Drawings and assumr respan.sibility
for fit of all work.
T
PARt Z: PRODUCTS
2: 01 MATERIALS_SOURCE: All materials shall be new, clean and free from stale
or rust.
2: OZ STRUCTURAL STEEL: A5TM A-36, latest edition.
325
... 03 OLTS: ASTM _Latest edition. B ,
Z: 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. Clearting shall be done with steel bristled brushed, either
hand or electric powered rotary type. ,
b. Do pat paint steel members, or portions thereof, to be encased in
concrete.
PART 3: EXECUTION
3: 01 ERECTION: Exert structural steel in accordance with current
requirements of the American Institute of 5*.eel f.nctY,ctzon and
approved Shop Drawings. Provide a1L temporary bracing required for
proper alignment and stability druir.g erection, and as 1-rig
thereafter as required by safety.
SECTION SB OPEN WEB STEEL JOISTS
PrART 1: GENERAL
1: of SCOPE:
a. Furnish and erect all steel joists irxdicat_ed an the Drawings
as specified herein.
b. Furnish all necessary anchor halts, bearing plates, and/or
other accessories, necessary and dental 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 fabxieatar's shop
drawings shall include accurately dimensioned plans for placement cf
t ese items to properly receive the s"ePl foists.
d. Materials .and items necessary and incidental to hanging and/or
supporting architectural„ mechanical, and/ar electrical components
of the building are included under their respective Sections of the
Specifications.
1: OZ STANDARDS: All design, fabrication and exaction 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.
e CtiOn
dra om and win s er
' anon sho lets fabric g
bmit c P
1: 03 SHOP DRAWINGS: Su p
plans to the Architect for approval prior to fabrication.
1: 04 FIELD MEASURF."iENrce Take all measurements in field as required to verify
or supplbment dimensions shown on Drawings an3 assume responsibility
far £it of all work.
PART 2: PRODUCTS
2: 01 STEEL JOISTS, 30IST 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.
2: 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 tzand or electric poU.ered
rotary type.
PART 3: EXECUTION
r_e t._>> 9A_. o_ m,- �•k'-',yn " St're1'1'4,sra1
3: Ui Steel Ja1StS: JV1JtS St[a st ue welUoU LW Silppax:,.3 aJ a
drawings in accordance with the approved Sisap Drawings.
3: OZ :,ridging shall be installed as ere..__... 1i__: ' _ caresses.
3: 03 ing
Where is it necessary to frame an open, provide sta.ndrrrd angle ox
channel headers.
3: 04 Ends of joist shall be extended whew indicated or. 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.
If,
11
,"
i
11`n
I
d°i
11
It
11
Am
n �., ,(, _:TLE
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„cti-
r
° .� ^_.__
_.-__a___.__ .. ______
A Oi` PLAN
aP0jFCr,�a
A
0
is RiiW i, 41266
,
SECTION SC - MISCELLANEOUS METAL
3: 05
INSTALLATION OF GRAVEL STOPS:
1: 04
INDUSTRY STANDARDS:
PART l: GENERA.L
a. Install gravel as drawn or with nails spaced approximately 12 inches
a. GRADING OF LUMBER: American Lumber Standards Committee, Simplified
on centers. Do not face nail.
1: Ok
SCOPE,
Practice Recommendations R-16 ;"
b. Gravel stop joints shall be spaced 1/2" and covered with 6" wide
a. Furnish and install all Miscellaneous Metal items indicated on
b. GRADING OF PLYWOOD: U. S. Product Standard PS 1-66.
joint covers.
the Drawings as specified herein and/or on the Drawings."
C. WOOD DOORS: Commerical Standard SC 171, latest edition, as
c. Two layers of 15 lb. felt shall then be set over flange of gravel
b In general, Miscellaneous Metal items include the following:
published b- the U. S. Department of Commerce.
stop.
1, Miscellaneous steel items embedded in concrete or masonry.
1: 05
REFERENCE TO THE DRAWINGS:
d. Provide expansion and construction joints as required.
2. Loose angle lintels.
3. Angle frames and equipment supports...."
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 10'0" lengths with joints lapped. Turn out at splash
5. Hardware cloth.
blocks. Hold in place 1" clear of the wall with G. I. straps spaced
6. Protective railings at baa. of.ralls,,
b. The Drawings may require material items which differ from these
as required.
7. Truck bumpers.
specifications. In such cases, the requirements of the Drawings will".
8. Locking bar.
take precedence,..;-v., w -
07
PREFABRICATED EXPANSION JOINT COVER:
9. Conveyor rack.°
imwir.3:
10. Cart corral.
a, Provide "Exapnd-O-Flash" as manufactured by Lamont and Riley,Inc.
11. Condenser supports.
PART
2: PRODUCT°
or approved equal, if shown on Drawings.
12. Metal Canopies.
13. Any other miscellaneous metal items shown on Drawings.",
01
GENERAL REQUIREMENTS
b. The expan i to aln s
expansion joint cover shall be furnished i length of 10
14. Burglar bars."-rw
,. ;,
feet or longer with materials supplied by the manufacturer and installed
a. All lumber and plywood shall bear grade and trademark under whose':-
in accordance with printed instructions.
for items required, sizes quality and
C. Refer to the Drawings q , q Y
locations
it is produced and a mark of. mill identification
31 08
CLEANING: The Contractor shall exercise extreme caution in the
handling of bitumen, protecting surrounding work at all times. Excess
1 : 02
SHOP DRAWINGS: Submit for approval shop drawings of all items requiring ,
PP P
i i
ben shall be surfaced 4 sides. Worked-
SIZES AND PATTERNS: Lumber h
materilas shall be completely removed from surrounding work.
sP
fabrication. Do not fabricate until shop drawings have been approved.
g
materials shall be S.P.R. R-16 unless Otherwise indicat ed
m
1: 03
QUALITY: Fabrication and erection of the material contained within
a2; 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
over 15% moisture content.
3
AISC Specifications for the Design, Fabrication and Erection of
PART 1:
GENERAL
'Structural Steel for Buildings. _.'
2: 03
DOOR FRAMES: Fir, Hem - Fir, white pine.`
11 01
d
SCOPE: Furnish and install all MEMBRANE VAPOR BARRIER indicate on
1: 04
PRODUCTS: �.r-, �,. r.,
2: 04
TRIM: Grade B Fir, Hem; Firs white pine.`
therei
Drawings as specified herein.
a. HARDWARE CLOTH: Hardware cloth for mesh partitions shall be:'
2: 05
� �
PLYWOOD:
d PART 2:
PRODUCTS
..
16 gauge, 1/4" mesh, galvanized.
a. Exposed both sides: A -A int. DFPA'
21 01
"VISQUEEN" Polyethylene sheeting, as manufactured by Visqueen Division,
b. METAL CANOPIES'
Ethyl Corporation, or equivalent.
1, 12' x 15' unless otherwise indicated on the drawings:1
b. Expose40"d one side: A-D Int. DFPA. " �`
.°
a. Thickness:
2.. Located over grocery and produce unloading doors and other",,
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
locations as indicated on the drawings. "'
`Z: O�sM1W00D DOORS: All wood doors shall meet or exceed commerical standard CS
over ravel.
g
3. Similar and equal to "custom suspended canopies" for
171-58, latest edition, as published by U. S. Department of Commerce.,:
b. Around meat cutting room -- 6 mil unless gther wise noted.
grocery and produce doors and "Stock Entrance Canopies"�
L. Burns Co. In
for other locations as manufactured by E. ,
Interior wood doors shall be solid core :
21 02
JOINT SEALANT: Foster #8208 adhesive or Pitt -Corning "INSULMASTIC".
Shreveport, LA
''b. Doors shall have face veneers of paint grade gum or birch unless '.
4. Mount 14' 6" from finish grade for canopies over grocery ^°
otherwise indicated on the Drawings.
P.RT 3:
EXECUTION
e doors. Other locations 1' 0" over door head. "
and produce
D7x
_
FASTENING DEVICES: Where required, shall he no corrosive of types
37 01
UNDER CONCRETE FLOOR SLABS:
,
C. H4 at 6" O.C.B.W. burglar bars all openings larger than
secure members in lace.
•Z+'q sufficient to rigidly s p
and sr g Y
A8
„ „ b
MARLITE AND KEMLITE: Where shown on Drawings Marlite shall e
a sheeting smoothly over sub -grade and turn u the full
Spread s e g Y g P
P
-'reinforced fiberglas polyester wall board panels. Boards to be 48'z
thickness of the slab at the perimeter.
Ij SECTION 5D METAL ROOFDECK ..
wide and 3/32" thick. Color to be selected by Winn -Dixie. Equal
f 6
b. Install with minimum end and side laps o "
i
Demlite "Glasbord" panels type BES 485 may be used in lieu of Marlit
lull'
.Metal roofdeck shall be 22 gauge, 1-1/2" deep, intermediate rib steel
g g
:with manufacturer grey primer. Deck `shall be manufactured and installed'.
IVISION 7 - MOISTURE PROTECTION _.,,,, - „,,
31 02
AROUND MEAT -CUTTING ROOM:
in accordance with steel deck institute specifications. (Type F ).
p
SECTION 7A BUILT-UP ROOFING, FLASHING AND 'SHEET METAL
a. Apply to ceiling joists' and studs of Meat Cutting room and
I
elsewhere indicated on the Drawings.
rt ' SECTION 5E"`-' t1'AL ASCTA:". ,, ..
PART
.,�
1: GENERAL
10 i
SEE DRAUltNi6-FgoµT ELEVATIo "''SN 1°."
`1 O1
; to" a 1':
SCOPE: Furnish all or, materials and equipment ileeessary pp y_
S CTION
7C SEALANTS
and install BUILT-UP ROOFING, FLASHING AND SHEET,,METAL work, indicated
y`
on the Drawings as specified herei "` r`'
P� RT 1:
GENERAL
a..
REQUIREMENTS: Roofing contractor must be approved and shall install
1+ 0 1
n ns a SEALANT i icate .on Drawl g as
SCOPE: Furnish a d i a EAL NT 'nd' d the 'n s
SECTION 6A - ROUGH CARPENTRY DIVISION 6 - CARPENTRY., :
his work in accordance with recommendations of the manufacturers. Any
specified herein.
PART
1: GENERAL
;work installed that is not in accordance with the requirements of
the roofing materials shall cgrrected at
It 02
APPROVAL: Submit proposed product to the Architect for approval
the manufacturer of ,the
before using. Do not install materials until approved.
1: 01
SCOPE: Furnish and install all rough carpentry indicated or required,';
expense of the roofing contractor.
as specified herein.
h�l: 03
GUARANTEE: The roofing contractor shall guarantee the builtup�roofi�ng
It 03
GENERAL:
9
"
and sheet metal work against defects due to workmanshop or materials fort;'
a. Refer to the Drawings for the Locations of the various types
1: 02
STORAGE: Store all materials off the ground and under cover,
a
a period of two years. Guarantee shall be in writing, delivered to the
of sealants required.
1`. 03
INDUSTRY STANDARDS:
Architect before final payment,
t,
_
='04
INSPECTION OF DECK: Before starting roofing, all roof surfaces shall b
g $ ,.
:,
b Seal all openings, expansion joints and flashings an a other
d 11
places necessary to prevent the entry of storm water.
a. Grading of Lumber: American Lumber Standards Committee, Simplified%
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 conditio
be accomplished under other sections of the specifications.
b Gradingof Plywood: U. S. Product Standard P y r S 1-66,
,to receive the roofing. Application of felts constitutes full
2:
acceptance of the roof deck surfaces by the ,roofer and manufacturer
d. Installation of work indicates acceptance of job conditions.
PART
PRODUCTS
of the roofing materials.
Contractor shall be responsible for satisfactory results.
2: 01
GENERAL REQUIREMENTS: All lumber and plywood shall bear grade and
PART
2: PRODUCTS,
1C 04
HEALTH PRECAUTIONS: Observe precautions recommended b the manufacturer.
P Y
trademarks and mill identification. All framing lumber shall be
seasoned to a moisture content not exceeding 1.9%, or 15% for lumber.
2: 01
ROOFING MATERIALS: Roof system and all-" fn rial used therel"n shall meet'.,;
1k 05
APPLICATION AND GUARANTEE:
to be painted.
the roof manufacturer's requirements for a 20 q year bondable roof.
"PRESSURE
Approved manufacturers are Koppers, Celotex, Bird, Phillip Carey, and
a. All sealants shall be installed by approved applicators,
2: 02
TREATED" LUMBER: All lumber specified or noted "P.T." shall .
Johns Manville.
be pressure treated with Osmosalts, Osmose K-33, Wolmansalts or Celcure.-" .
:"
b. Guarantee: Written guarantee shall be provided for a period of
""` 6"
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 NAILERS AND FURRING:
_ ^.
"::rate of application 400 pounds per square..yy606 "`
shall be responsible, during guarantee period, to repair and replace
„ ,„
a. Yellow pine, 1200 f, pressure treated s all be used when in-.
03
PLUMBING SHIELDS: 4 lb. sheet lead furnished by'plu'mbing contractor and
defective work and other work damaged thereby at no addition cost to
,
contact with masonry or concrete.
installed by roofing contractor.
Owner.
2: 04
FRAMING LUMBER:
BASE FLASHING: Shall be 20 year bondable c9nstruction,_as recommended b �
`: P RT 2:
PRODUCTS
built-up roofing manufacturer.
a. S4S No. 2 (1200 f) or better, pine, fir, cedar or spruce:
--
_ION
2: 01
SEALANT TYPE 2:
2i 05'
COUNTER F.LASHINGS: Galvanized iron" 24 gauge
b. Framing lumber in contact with concrete slabs, concrete.or masonry
"
a. SEALANT MATERIAL: A one part silicone rubber sealant.
surfaces shall be "pressure treated`` `
P
�;2: 06
PITCH PANS: Galvanized iron, 24 gauge
2: OS
FASTENINGS ;`
'
2: 07
""_"
NAILS: 1-1/2" square cut nails, nail tite T e A.'`
YP
b. SEALANT MANUFACTURER: General Electric Company sealant, or Dow
Corning 780 Building Sealant. "
a. Furnish all anchors, bolts, nails, screws, braces, etc, required
2-: 08
ROOF INSULATION: Rigid fiberboard,SHAuDF eetoTSX"rHEKMAX"I,4 &qr6 nlcK.r;=all
C. Type 1 sealant shall be used for porous materials, concrete,
for the anchoring of all car,ent
and 2=laO.The roof -ceiling assembly must provide a 'lull valve,of .065 or less
brick, etc.
PART
3: EXECUTION�2:
09
GRAVEL STOPS: 26 Gauge galvanized iron.
�2$ 02
SEALANT TYPE 2:
_..
3: 01
Install all rough carpentry in strict accordance with a
g p y t details or as
12: 10
GUTTERS AND DOWNSPOUTS: 26 gauge galvanized�i
a. SEALANT MATERIALS: A one part butyl rubber sealant permanently
required by the Drawings.
flexible.
PART
3: EXECUTION ,-:«.,
3: 02
Install all framing closely fitted and accurately set. Reinforce all ',
y r'
b. SEALANT MANUFACTURER: R.I.W. Butylseal, DAP Butyl -Flex, or Hornseal,
openings with headers. Bridge as shown or required. ��, •
: O1
APPLICATION OF BUILT-UP ROOFING: ,
3: 03
Rigidly bolt all gravel stop nailers to don=rte.
a. Install only when temperature i a o e' rees
c. Type 2 sealant shall be used for glass, aluminum, ceramic, plactis,
etc.
3: 04
Secure all furring with fasteners to provide s secure installation :
b. Apply built-up roofing finish in a continuous operation over an `one'
P1�RT`3:
GENERAL
3: 05
JOIST: As noted on the Drawings. 'Continuous length bearing to bearin"
area.
" .�
34 01
Apply primer and sealer where shown or specified in strict accordance
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:
€
„,
d. Prevent traffic from using built-up roofing.=
3: 07
STUD WALL FRAMING:
W.
Attach base sheet to substrate in accordance with roo ing
a. Studs spaced 16 inches on center of as detailed'.'. z
,manufacturer's specifications.
S�CT.ION
7D - BUILDING INSULATIO ,.
b. Horizontal blocking at the mid -point of each stud wall not over.4','
.,
f. If rigid insulation is indicated, lay no more than,can be covered in
PART 1:
GENERAL - - =
a art verticall _ ..,.,:-
P Y
a day s work. Protect insulation from moisture.-. r o
• - • --
3: 08
iy •
: ,i
JOIST CROSS -BRIDGING: "Cross -bridging shall be made"of`�1" x #' strips 7,, h
1
`
F
1: O1
`
SCOPE: The work in this section includes
es the flexible la
b nket insulation
not over 8'0" between
;°3: Q2
INSTALLATION OF BITUMINOUS BASE FLASHING a`..,�,
:i
above the acoustic ceiling and the polystyrene insulation in the walls
rows.
p
and ceiling of the meat cutting room.
3� 09
LINTELS: Unless otherwise noted spans up to 4'01 -two 2 x 41s; 41<
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 710M
' plastic cement and 4 plies of flashing strips with each strip steppe" $=<
Y;`D2
SAMPLES: Submit samples of building insulation when requested by
2 x 101s,
above preceding strip and on wall so that last strip is immediately A
the Architect.
.:below top of metal counter.flashing. After strips have been set,
3t 10
Fire retardant treatment: All lumber indicated on the Drawings as Y.:y
mail cant.
1: 03
IDENTIFICATION: All insulation material shall be properly identified
fire treated shall be treated in accordance with AWPA C27B.
' `'
on the package with the manufacturer's name and R value.
b. Over surface of strips, apply trowel coat of bituminous plastic`=-•
s'Cement into which embed mineral surfaced roofing layer from base
PART 2:
PRODUCTS
SECTION 6B - FINISH CARPENTRY AND MILLWORK,
of cant up wall surface to below top of metal cap flashing.
2: 01
BAIT INSULATION ABOVE CEILING: Provide fiberglas insulation with
PART
1: GENERAL -
C. Nail base flashing 8" apart in mortar joints or wood nailer.
minimum thickness of 6 inches, Insulation shall be faiC face on
one side.
1: 01
SCOPE: "'' _ `" "' ' " ' ` " "`'"" " `•
03
METAL FLASHINGS AND ACCESSORIES:
2: 02
FOAM INSULATION FOR WALLS AND CEILNG OR MEAT CUTTING ROOM: Provide
a. Furnish and install all finish carpentry and millwork on then
a. Install metal counter flashing and accessories as specified and
polystyrene foam insulation equivalent to Dow Chemicals Styrofoam FR
s
Drawings or specified.
indicated on drawings.
board. Mastic adhesive shall be Dow Chemicals Mestic No. 11.
b. Wood doors, finish hardware and door grilles shall be installed='
f,b. Shaping triming and hand seaming to be done with the proper sheet
2t 03
Omit.
under this section.
metal working tools, with allowances for expansion and contraction
DECK: Provide layer of 14 thick rigid
to avoid bucking and/or fullness.
2F 04
RIGID INSULATION FOR METAL one
1: 02
SHOP DRAWINGS: Submit shop drawings for approval prior to fabrication."
fiber board insulation over metal deck, G = o.Io,arZ4Iz-to 0.
c. Install all base flashings, counter flashings, ana piton plans for
1: 03
DELIVERY AND STORAGE:
all ducts, pipes, conduit, supports, etc, run through the roof deck.
PART 3:
FXECUTION
Deliver finish lumber or millwork to the job after all wet trades`
r;3: 04
FLASHING PLUMBING VENTS THROUGH VENTS THROUGH ROOF: Vents through
3. 01
Fo:lowiig manufacturer's directions and recommendations for proper
a.
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
b. Store materials off the ground. _ a.
,f logs a en, t rip o
lash shall be coated with hot bitumen, hen imbeded a strip f
3i: 02
Install two 1"styorofoamtboardsowith mastic H11 as an adhesive
felt, approximately 4" over the nail course. The first felt shall be
between layer around cutting room.
C. Stack doors and plywood in accordance with the manufacturer's
coated with hi,*umen, then imbeded a second strip of felt 6"
instructions.
instructions.
wide, covere.g the first layer. Over this apply a final coat of
3: 03
Install in conformance with manufacturer's printed
bitumen, then imbed the surface grave.
DIVISION 8 - DOORS, WINDOWS, GLASS
SECTION 8A - FINISH HARDWARE
PART is GENERAL
1: 01 SCOPE: Furnish FINISH HARDWARE as shown, specified, or required.
1: 02 GENERAL: It is intended that the following list of hardware or
hardware schedule on the Drawings cover all. hardware required to complete
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. fi.t
properly.
l: 03 0MIt
1: 04 SCHEDULE: Submit 4 copies of the typewritten schedule to the Architect
for approval.
�. 05 HARDWA
RE LOCATION:
Hinges - Top hinge - 7" below head tabbet...
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 writing, all materials for a
period of two (2) years after accepted, Contracto ,hall replace, at
his own expense, including labor, any items of hardware which Drove
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 indicated an Drawings.
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 - Russwir.,
Corbin, Sargent, Brookline, Sargent and Gr'eenl.eaf; B'%n-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 frames shall be manufactured
according to Steel Door Institute "Recommended Specifications for
Standard Steel Doors and Frames (S.D.I. 100).
1: 03 STORAGE: Doors and frames shall be stored under cover on the building
site on wood sills or on floors in a manner that will prevent 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 jambs 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
accordance with the manufacturer's standard practice.
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: 05 FIRE DOORS AND RELATED FRAMES: Fire door and frame assembly shall be
in accordance with the ASTM designation: -7-_...2-41. 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.
field applied.
b Hardware shall be i 1
. Pp
C. Reinforcings and preparation shall be located as shown on fable V
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 Ali:zgnrent.
3: 02 Doors shall be fastened for maximum effectiveness and appearance.
SECTION 8C STOREFRONT SYSTEM
PART 1• GENERAL
1: 01 SCOPE: Furnish and install STOREFRONT SYSTEM ind.ca_tI on the
Drawings as specified herein.
1: 02 SHOP DRAWINGS: Submit shop drawings.
1: 03 CLEANING: Clean and polish all work at the completion, as recom;;aended
by manufacturer.
1: 04 GUARANTEES:
a. Guarantee shall include water tightness and defects due to
materials or workmanshop.
b. Guarantee over door closers for two (2) years. Guarantee shall be
in writing.
1: 05 APPROVED MANUFACTURERS: Equivalent sections of other manufacturers may
be substituted. Contractor shall submit data as required to give
evidence that the requested substita�i _:`talent. Storefront
sections shall be as manufactured by the Amarlite Corporation.
Kawneer Company, or Pittsburgh Plate Glass Company,
PART 2: PRODUCTS
2: 01 ALUMINUM SECTIONS: Shall be of 6063-T5 extruded aluminum ali.oy, free"
from defects that impair strength or appearance.
2: 02 FASTENINGS: All fastening devices and internal components snali 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 sided of glass and par,.els.
2: 05 FINISH: Al exposed aluminum surfaces inn 1. udini bras- ( me, ca sh, .;' 1 li�§e
a1coa specifications 204 A--1 anodiZed treatment "r 11: iqr .A=n'-•
A�
i
x
�
, x ,
s
,•ws
P
f
(L
I
V
`i
,
I
aROJE.Ci N°
D R tw IN;, N
SHEET N! -
!F
10
a
RT 3: EXECUTION
34 01 inspect job conditions and do not proceed until satisfactoryJ`condition^
exist.
31 02 Cut and fit all material accurately with tight fitting joints, HorizO:
members one piece with unbroken face outside and inside.
31 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 sha7
be made at no additional expense to Owner
31 05 Manufacturer's flashing shall be provided to allow the system to:
drain k a. �.,�
31'a Tightly seal between"aluminum and adj-oining materials vitTi'specif zd
ealants.
SECTION 8D -`GLASS, AND 'GLAZING
PART 1: GENERAL
r -p
1: 01 SCOPE: Furnish and install ail GLASS AND GLAllNGAwoft indicated on--
the drawings, as specified herein.
li 02 APPROVED MANUFACTURERS:' -
;-
a. Pittsburg -Plate Glass
b. Libby -Owens -Ford
c. American Saint-Gobain �77
lc 03 LABELS: Glass shall bear labels.'
f'
PART 2: PRQDUCTS o-.=
u' 21 01 Glass shall comply with Federal Specifications DD-G-45a.
21 02 GLASS FOR STOREFRONT: 1/4" clear, polished plate (tempered).
21 03 GLASS FOR ENTRANCE DOORS: 1/4" clear, tempered; polished plate
2: 04 GLASS FOR FOOD PREPARATION AREAS: 114" clear polished safety plate.-:
t= .
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.
2i 06 MIRRORS: Winn -Dixie Sales Area: 1/4" polished"''pI te'VMS s'electaop 'a
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 jmirrors 'as indicated on Drawing'
a. Use continuous anodized aluminum trim, no trim between sections o'
mirrors. Butt edges. Do not use rosettes. Use long lengths, 4' min.
b. Adjust tilt of mirror, ;to.the same opticasl,plane,,with a minimum ofdistortion at joints.
3: 03 CLEANING: At completion, the glass shall be cleaned of all foreign
matter.
SECTION BE - 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: PRODUCTS -•
01 Automatic Door Operatorsshallbe type as indicated on the Drawings.
Zt 02 Include all controls and equipment as required for a complete "
installation. .. , ,.- •; R
ART 3• EXECUTION
"1 01 Install all operators, controls and equipment, accessories, etc. -in, -
strict accordance with manufacturer's details and instructions ,:
3F-02 Leave installation clean, property adjusted, and,in full and complete'
operative condition.
DIVISION 9 - FINISHES .
SECTION 9A - ACOUSTICAL CEILINGS -
ART 1: GENERAL
1: 01, SCOPE: Furnish and install all ACOUSTICAL CEILINGS indicated on the
Drawings as specified herein
1: O7 DELIVERY AND STORAGE OF MATERIALS: Deliver all materials in marked ;
cartons. Store materials in protected area.'',=
1: O,i QUALIFICATIONS: Acoustical contractor shall be approired by`tht�
9 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 2Y PRODUCTS
1 2: 01 ACOUSTICAL CEILING BOARD: Shall be 24" x 48" x 5/8" square -edged lay,
" in units, "eHAeTA" design, FI$ER4LA55 MILtNA FROVO4T
a. Provide all miscellaneous sizes required.
white
b. Exposed surfaces shall be washable, factory -applied wite,
surface.
c. Acoustical tile shall meet Federal Specifications SS-A-118B, Type;.
' III; Class A (noncombustible).
i 2: 02 1/2" thick gypsum board with white surface finish as manufactured by
National Gypsum Company. x,
Z: 03 SUSPENSION SYSTEM: Exposed grid system as manufactured or recommended
by the manufacturer of the acoustical panels and the following
�.a,. Exposed Bottoms: Galvanized sheet steel with baked white enamel
finish (crimped over bottom flange).
b. Include main runners, cross tees, splines, perimeter angle
moldings (baked white enamel finish) and all accessories required.i,.
t C. include plastic plugs, splicers, tension pins, cover plates --all
components as required.
�- g
d. Hanger Wires: Of sufficient gauge and quantity to°carry al Oa:
(ceiling and light fixtures) safely.
I %PART 3: EXECUTION
3: 01 This Contractor shall be responsible for the complete installation.
3: 02 Install all ceilings in the pattern indicated on the plans.,...
3: Q3 Coordinate with the electrical contractor and add support when necessary
because of the weight of light fixtures.
3: 04 Hanger wires shall be securely fastened and tied to1"thexbar' joists
3. 05 Install edge molding wherever the acoustical material abuts walls
and other vertical surfaces, Cut acoustical panels around projections,,`a
columns, pipes, etc., neatly by scribing. Fit closely and terminate
with perimeter moldings when.practical.
3: 06 Cut and fit acoustical panels around all fixtures, grills,
as required.
3: 07 Do not install acoustical ,panels until all above ceiling work by others f
has been completed and front glass installed.
3: 08 Install insulation as acoustical panels are installed. Cover all tees and
keep insulation baits tightly butting each other.
3: 09 Remove all damaged or dirty acoustical panels and replace with new,
clean units.
30 10 install gypsum board. in suspension systems called for on Drawings.
SECTION
9B - DRYWALL CONSTRUCTION
f. Face Brick
3: 10
PROTECTION:
PART 1:
GENERAL
1. Lambert Waterban #25: 1 coat on interior, 2 coats on exterior.
a. Protect work of other trades against damage by the ;painting and
finishing work. Correct any damages by cleaning, repairing or
1: 01
SCOPE: Furnish and install all drywall construction indicated on
g• Interior Millwork and Wood Trim
replacing, and repainting.
the Drawings as specified herein.
1. One (1) coat Glidden Spred Wood Undercoater No. 555.
b. Provide "wet paint" signs as required. Remove protective -wrappings
1: 02
DELIVERY AND STORAGE:
lustre) Enamel No, 3711.
provided by others after completion of painting operations.
2. One (1) coat Glidden Spred (low
a. Store materials in a dry area under roof, off the ground and
ll
•
CLEAN-UP:
fully protected from the weather.
h. Stained Wood (Interior Only)
1: 03
INSPECTION OF SURFACES: Start of work means acceptance of surfaces to
1. Texture 1-11 Plywood: Olympic Heavy-Bidied Solid Color Stain,
a. During the work, remove frompremises discarded paint materials,
which work is applied.
applied to all surfaces of each cut piece before installation.
rubbish, cans and rags,
PART 2:
PRODUCTS
2. Redwood: Olympic Penetrating Semi -Transparent Stain.
b. Upon completion of painting work, clean all window glass and other
�; r-�nlattered surfaces, using care not to scratch or otherwise damage
2: 01
APPROVED MANUFACTURERS: Products of National Gypsum Co, are specified
i. Exposed Exterior Wood
finished surfaces.
Equivalent products of U. S. Gypsum Co., Bestwall Corp., or Kaiser
Gypsum Co. are approved.
1. One (1) coat Glidden Spread House .Paint Primer No. 3561.
i2: 02
GYPSUM WALLBOARD: In accordance with ASTM Designation C-36.
2• One (1) coat Glidden House Paint No. 3600.
SECTION
9D - RESILIENT FLOORING
a. 1/2" thick regular gypsum wallboard.
j. Concrete Stain
PART 1:
GENERAL
b. 5/8" thick fire -shield wallboard, type"X", where required,
1. Once 1 coat of concrete floor stain as shown on Drawings. ( ) g
l: 01
SCOPE: ;Furnish and install all RESILIENT FLOORING indicated an the
2: 03
RUNNER CHANNELS: 1-1/2" cold rolled channels.
k. Exposed Exterior Concrete Block: (See Drawings for Interior
Drawings or specified herein.
2: 04
NAILS:
Concrete Block Finish)
1. 02
SUB -FLOOR:
�1
1. One 1 coat Glidden Ultra -Hide Base Coat No. 5317.
( )
a, Prior to starting any work, inspect the sub -floor of areas to be
a
a. ASTM C-380.
covered. Do not proceed until all defects have been corrected,
2. One (1) coat Glidden Spred Glide -on No. 3525.
°=
b. Gold Bond Ratchet nails as recommended by manufacturer.
b. Concrete sub -floors shall have a dry, smooth, level., steel •troweled
r`
Z: 05
SCREWS: Gold Bond screws as recommended by manufacturer.
PART 3: EXECUTION
surface.
2: 06
LAMINATING ADHESIVES: As recommended by the manufacturer.
3:
01 SITE CONDITIONS:
Installation of floor covering shall constitute lull acceptance of
a. The•applicator shall examine all surfaces. Do not proceed until
sub floor.
2: 07
CORNER AND CASING BEADS: Galvanized steel, standard.
unsatisfactory conditions have been corrected.
1: 03
DELIVERY AND STORAGE:
2: 08
JOINT TREATMENT: As recommended by the manufacturer.
b. Starting of painting work indicates acceptance of the surfaces.
a. Store materials at site for at 1-east 24 hours before installation.
2: 09
CEILING SUSPENSION OR FURRING SYSTEM: Drywall furring channels, a:
Do not C. paint over dirt, rust, scale, grease, moisture, scuffed
P
b, Maintain temperature of not �ess than 70 degrees F., not more thanrecommended
by the manufacturer.
surfaces, or conditions otherwise detrimental to the formation of a
90 degrees F. for at least 24 hours before and 48 hours after installation,
PART 3:
EXECUTION
durable paint film.
PART 2:
PRODUCTS
3: 01
Refer to the drawings for location and extent of drywall application.
3:
02 SURFACE PREPARATION:
2: Ol
nll materials shall be delivered in original unopened containers with
3: 02
Use only skilled, experienced drywall applicators.
a. General:
manufacturer's label intact.
3 03
Install 'in strict accordance with manufacturer's printed
p
1. Perform all preparation and cleaning procedures in accordance
2: 112
RESILIENT FLOORING: 118" vinyl asbestos of manufacture and color
recommendations,
with the manufacturer's instructions.
indicated on the Drawings,
3: 04
Provide control joints where required b the manufacturer.
q y
2. Remove all hardware, lighting fixtures, and similar items in
to
2: 03
VINYL BASE: 1/8" thick, 6" high, black, set on cover with premoulded
lace and not to be finish idr vide protection prior
p painted, opropp
smooth round tap.
Apply corner beads to all outside corners and casing beads around all
painting operations. Remove if necessary, for the complete painting
of the items and adiacent surfaces. Following completion of painting
2: 04
EDGE STRIPS: 118" thick, 1" wide, tapered. Color as indicated on the
openings.
reinstall the removed items.
Drawings.
3. 06
Finish all joints, corners and angles in accordance with wal-lboard
3. Clean surfaces to be painted before applying paint or surface
2: OS
shown.
FEATURE STRIPS: Divider strips of 1/8 thick, 1 wide, where
manufacturer's instructions. Leave all gypsum wallboard free from
defects, ready for application of finish,
treatments. Rust and other contaminants from the cleaning process
must not fall in wet, newly painted surfaces.
2: 06
ADHESIVE: Waterproof type, as recommended by the manufacturer,
3: 07
NAILING AND SCREWING:
b. Cementitious Materials:
-: 07
ADHESIVE: Epoxy type for cold installations, as recommended by the
a. Gypsum wallboard on wood furring shall be applied according to
1. Prepare by removing all efflorescence,
manufacturer.
the manufacturer's recommendations.
cementitious surfaces
chalk, dust, dirt, grease, oils and by roughing as required to
2: "8
PRIMER: As recommended by the nanufa.turer.
b. Nailing and/or screwing to metal'and channels shall be in
remove glaze.
2: 09
WAX: Type and brand recommended by the manufacturer.
accordance with the manufacturer's re�nmmendations.
2. Do not paint over surfaces where the moisture content exceeds
PART 3:
EXECUTION
SECTION 9C - PAINTING
8% unless otherwise permitted in manufacturer's printed directions.
- -
3: 01
Do not begin flooring work until Paving, Air Conditioning, Heating and
1: 01
DESCRIPTION OF WORK:
c. Wood:
Ventilating, Plumbing, and Electrical Contractors have completed their
1. Clean wood surfaces to be painted of foreign substances as
work. Sub -floor shall be free of foreigh matter. Fill all cracks,
a. The extent painting work as shown on the brawings and schedules
required. Sandpaper smooth those finished surfaces exposed to
low spots, and expansion joints with a plastic material.
and as herein spepe cified.
and dust off.
view,
3: 02
Apply necessary primers as required.
b. This work includes the painting and finishing of all interior and
seal wood to be job painted immediately upon
exterior items and surfaces throughout the _project, except as noted,
2, Prime, stain, or
transparent finish is re uired use s ar
to job. q p
: 03
3:
iJse only mechanics experienced in this type work. Maintain full size
"Paint"
deliveryf Wheng
or
srin fieldvarying if necessaryein borders. Lay tiles square
c. Paint as used herein means all coating, whether used as prime,
with axis in patters
intermediate, or finish coats.
3. Seal tops and bottoms 'of wood doors immediately upon
delivery to job.
04
its rallnflooretilI sion under
e�anditionsadassrecommendedive which ebyrmanufacturer,
d. Paint all exposed surfaces, including areas behind cases, shelving,
onns
coldUse
coolers, and freezers, except where natural finish is obviously intented
4. After fill holes in finish surfaces with putty.
installed within 48" of base of refrigerated display cases in sales
or noted not to be painted. Where surfaces are not mentioned, paint same
priming,
Sandpaper smooth when dried.
as adjacent similar materials. If color or finish is not designated,
the Architect will select.
d. Ferrous Metals:
3: 05
Flooring shall be rolled with a 60 lb, roller.
1: 02
PAINTING NOT INCLUDED: The following are not included or are in other
1. Clean non -galvanized surfaces, not shop -coated, of foreign
3: 06
Apply base wu ary backing material. Field form external and internal
'bottom
sections, unless otherwise shown.
substances,
corners from long lengths. Cement firmly, and have top, edges
in firm contact with walls and floor,
a. PRE -FINISHED ITEMS.
3:
03 MATERIALS PREPARATION:
3: 0'
Install edge strips where resilient flooring terminates adjoining unfinish
b. CONCEALED SURFACES.
a. Mix and prepare paintinb ._ terials in accordance with the
ed floors.
C. FINISHED METAL SURFACES.
manufacturer's directions.
3: 08
At completion or iioor til.e installation all excessive adhesives shall be
removed. After cleaning the flooring, the area shall be waxed and
d. OPERATING PARTS AND LABELS.
b. Stir all materials before application to produce a mixture of uniform
buffed with a buffing machine, after the tenant stocks his shelving and -
density. Do not stir an film into the material. Remove the film and,
Y• Y
prior to store opening.
1: 03
COLOR SCHEDULE: As indicated on drawings.
11
if necessary, strain the material before using.
_
SECTION 9E - TILE WORK
1: 04
SUBMITTALS:
3:
04 APPLICATION:
Manufacturer's Data, Painting General:
a. Apply paint by brush, roller or spray in accordance with the
PART l:
GENERAL
manufacturer's directions.
l: 01
SCOPE: Furnish and install all TILE WORK indicated on the Drawings
I. For information only, submit 2 copies of manufacturer's
as specified herein.
specifications.
b. The number of coats and paint film thickness required is the same
regardless of the application method. Do not apply suceeding coats
1.: 02
MANUFACTURER: American Olean, Mid- State,SurnmitviUcz, or approved
2. List each material and specific paint and finish system and
until the previous coat has completely dried. Sand or rub surfaces
equal.
q
application,
between coats to produce an even, smooth surface.
1: 03
CERTIFICATION: All tile shall be quality certified by the Tile Council
b. Samples, Painting General:
c. Apply additional coats if necessary for uniform finish, color
of America, Inc.
�
and appearance.
1. Submit samples for Architect's review of color and texture only.
1: 04
DELIVERY AND STORAGE OF MATERIALS: Store materials in a clean, dry_,
d. Paint all surfaces behind movable and fixed equipment.
covered area to prevent wetting or straining.
1 O5
Delivery and Storage:
e. Paint interior surfaces of ducts, where visible through
1: 05
INSPECTION OF SURFACES: Examine surfaces to receive tile. Do not start
a. Deliver all materials to the job site in original containers,
registers or grilles, with a flat, non-specular black paint.
uniil defective surfaces have been corrected.
b. Restrict storage to paint materials and related equipment.
f. Paint the back sides of access panels, removable or diinged
1: 06
TRAFFIC RESTRICTIONS: Close off spaces to prevent traffic for at least
covers to match the exposed surfaces.
48 hours after completion of tile work.
f
C. Comply with health and fire regulations.
g. Finish exterior doors on tops, bottoms and side edges the same
I: 07
STANDARDS: American National Standards Institute•, latest standard.
1RT 2:
PRODUCTS
as the exterior faces.
PART 2:
PRODUCTS
2: 01
MATERIAL QUALITY:
3:
05 APPLICATION RESTRICTIONS:
2: 01
All tile shall be equal to or exceeding requirements of ANSI
a. Provide the best quality grade by approved paint manufacturers.
a. Do not apply water -base paints when air temperature is below
A137.1.
50 F.
2: 02
WALL. TILE: Size and colors as indicated on the Drawings.
b. Provide undercoat by the same manufacturer as the finish coats.
Use only thinners approved by the paint manufacturer.
b. Do not apply solvent -thinned paints when the temperature is
2: 03
CERAMIC MOSALIC FLOOR TILE: Size and colors as indicated on the
c. Manufacturers specified are to be used exclusive)
p y, unless other-
below 45 F.
Drawings.
wise approve in writing by the Architect.
C. Do not apply paint when the relative humidity exceeds 85%, or to damp
2: 04
CERAMIC BASE: 6" color as indicated on Drawings, Square- top, covered
2: 02
SURFACES TO BE PAINTED AND TYPES OF PAINT:
or wet surfaces.
bottom to match wall tile.
Unless otherwise indicated on the drawings, painted surfaces shall
3:
06 MINIMUM COATING THICKNESS:
4: 05
QUARRY TIEL: Size and colors .as indicated on the D ?Yin with no:i s:l.a
receive the followingcoats and types of Apply p y ,
yp paint. A 1 paint b brush
a. Apply each material not less then the manufacturer's
finish.
roller or spray, except masonry surfaces on cement plaster or concrete
.at
recommended spreading rate.
2: 06
QUARRY TILE BASE: Sha11 be 4" x 6" round top, covered base to match
block shall be applied by brush or airless spray only.
quarry tilt.
a. Exposed Steel (Interior)
3:
07 PRIME COATS:
2: 07
SETTING MATERIALS:
1. One (1) coat Glid-guard Primer No. 590 (alkyd).
a. Before application of finish coats, apply a prime coat to
material which has not beech prime coated by others.
a. Portland Cement: ASTM C150, Type I, gray and write,
2. One (1) coat Glid-guard finish No. 5200 (alkyd).
3:
08 BRUSH APPLICATION:
b. Hydrated Lime: ASTM C206 or C209, Type S.
b. Exposed Steel (Exterior)
a. Brush -out work onto the surfaces in an even film. Neatly draw all
C. Sand: ASTM C144.
I. One (1) coat Glid-guard Finish No, 69740 (epoxy).
glass lilies.
d. Water: Clean and potable.
3:
09 MECHANICAL APPLICATIONS:
2, two (2) coats Glid-guard Finish No. 69740 'epoxyj.
®• Adhesive: ANSI A136.1.
a. Use mechanical methods of paint application only when permitted.
c. Galvanized Iron
Limit to surfaces impracticable for brush applications.
f. Primer: As recommended by the adhesive manufacturer,
mmmlrl2.
.One (1) coat Glid-guard Finish No. 5229 (epoxy).
b. Limit roller 'appiications (generally) to interior wall and ceiling
Dry -set Mortar: ANSI A118.I.
finishes for second and third coats.
g.
Two (2) coats Glid-guard Finish No. 5200.
h. Grout Colors: White, for vertical surfaces, except dark brown at
C. Confine Spray Application (generally) to metal framework and similar
deli; gray for floors.
d. Cement Plaster Exterior
(Exterior)
surfaces.
1- One (1) coat Glidden Spred Glide -on No. 3525 (acrylic).
d. Wherver spray application is used, apply each coat to provide the
i. Epoxy Grout: Gray, by Upca Company, Cleveland, Ohio.
equivalent hiding of brush -applied coats.
2: 08
MARBLE for thresholds shall. be white Cherokee marble, by h
2. Two (2) coats Glidden Spred Glide -on No. 3525 (acrylic),
eta Marble Co. Marble shall have a sand -rubbed fjnis�.
e. Gypsum Wallboard
r
1 One (1) coat Glidden Spred Sati No. 331>,
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2. Cme (1) coat Glidden Spred Sat', 'o. 34i8.
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PAi7 3:
EXECUTION
3: 01
INSTALLATION OF CERAMIC TILE AND MOSAIC TILE OVER CONCRETE BLOCK OR
CONCRETE SLAB:
a'. Install in Portland Cement mortar bed by, method F112.78 TCAI. Mortars,
mixed grout, workmanship and application shall be in accordance with
ANSI A108.1 and ANSI'A108.2 (1976).
3: 03
INSTALLATION OF QUARRY TILE:
a. Install with Portland Cement mortar and acid resistance epoxy grout
with 1/4" or 3/8" joints. Install in accordance with Method F114.78 Tile
Council of America. Tile by Method 112, Epoxy grout ANSI A118.3 (1976).
iVISION 10 - SPECIALITIES
SECTION 10A - FIRE EXTINGUISHERS
PART L.
GENERAL
1: )1
aCopi: Furnish aTra install -r7re ext'ingllsners and required brackets as
indicated.
1: 02
CODES AND STANDARDS: All fire extinguishers to have U.L. Label and
be approved by the State and Local Fire Marshal's Office-
1: 03
WORKMANSHIP: Extinguishers to be mounted and fully charged.
PART 2:
PRODUCTS
2: 01
EXTINGUISHER TYPES: Shall be dry chemical extinguisher Type DP-10,(A6G)a5
manufactured by Standard Fire Hose Company, Ansul or Elkhart.
PART 3:
INSTALLATION
3: 01
Install top of unit 510" above finish floor.
3: 02
Furnish a card with current charging information attached to extinguishers.
All extinguishers shall be wall mounted.
r
DIVISION 15 - MECHANICAL (DIVISIONS It THRU 14 OMITTED)
SECTION 15A - PLUMBING
PART 1:
GENERAL
1: 01
SCOPE: 'Furnish all labor, materials and equipment necessary for the
installation of all PLUMBING WORK indicated on the Drawings as
specified herein.
1: 02
WORK REQUIRED: In general, the work consist of, but is not limited to,
the following:
a. Hot and cold water system.
b. Sanitary yaste system.
c. Plumbing Fixtures.
d. Lead flashing for roof vents.
e. Connections to Winn -Dixie equipment.
f. Condensate drain lines.
1: 03
SUBMITTAL DATA: Submit for approval three (3) copi-es of brochures,
technical data and shop drawings of the following:
a. Plumbing fixtures and trim.
b. Drinking fountains.
C. Water heaters.
1: 04
PERMITS, ORDINANCES AND INSPECTIONS:
a. Obtain and pay for all permits and inspection fees required.
Deliver to the Architect certificates of inspections issued by the
authorities.
b. All work shall be done in accordance with all applicable City,
County, State, or National Ordinances and Codes. Effort has been
made to meet or exceed requirements. The Contractor shall make any
minor adjustments to meet these requirements at no additional cost to the
Owner.
C. Arrange and make connection to sewer and water and pay all costs.
1: 05
INSTRUCTIONS AND INSTRUCTION BOOKLETS:
The contractor shallinstruct the Owner's representative in the proper
operation of all equipment. Furnish literature provided by the
manufacturer. Printed instruction and maintenance data shall be
bound with cover in duplicate and delivered to the Architect.
1: 06
CHANGES:
a. The drawings indicate generally the locations of plumbing fixtures,
apparatus, piping, etc. If it is found necessary to change the
locations to accomodate the conditions at the building, such changes shall
be made without additional cost to the Owner, and as directed by the
Architect.
PART 2: PRODUCTS
2: 01
All materials shall be new, first class, and comply with latest ASTM
Specifications and stand relating to such materials.
2: 02
WATER PIPING:
a. Furnish and install dielectric or isolation fittings at all points
where copper pipe connects to wrought iron or steel pipe.
b. Piping under floor slab shall tie Type K soft temper copper tubing
ASTM B-88. No ioints shall be permitted under floor slab.
C. Piping above floor slab shall the Type L hard drawn copper tubing
ASTM B-88. Use wrought copper sweat fittings.
d. Joints and copper pipe to be soldered with 15% silver alloy solder.
.When water supply contains above normal quantity of sulfur, 4S% silver
alloy solder shall be used.
2: 03
SOIL, WASTE AND VENT PIPING:
a. Piping shall be service weight C.I. pipe.
b. Main sewer line from building line (S'0" outside building) shall
be no hub, asbestos.
2: 04
OMIT
2: 05
UNDERFLOOR REFRIGERATION CONDUIT:
a. PVC plastic sewer pipe conforming to ASTM 2729-68.
b. 4" with O.D. of 4.215 inches and 0.075 wall thickness.
C. 6" with O.D. of 6.275 and 0.100 wall thickness.
d. All necessary fittings.
2: 06
PIPE HANGERS: Adjustable wrought cievis type hanger and rods;
Grinnel Co. or equivalent.
2: 07
CLEANOUTS:
a. Floor cleanouts for soil and waste lines shall have bodies of
standard pipe sizes as manufactured by Josam Manufacturing Company,
oT equivalent.
b. Wall cleanouts for soil and waste lines shall have bodies of
standard pipe sizes as manufactured by Josam Manufacturing Company,
r
or equivalent.
2: 08
VALVES:
a. GATE VALVES: 150 pound, screwed, all brass, Crane Company,
number 431, or equivalent.
b. GLOBE VALVES: 125 pound, screwed, all brass, Crane Company,
number 1, or equivalent.
C. Unions shall have brass to metal ground joint seal.
2: 09
PIPE SLEEVES: Preformed plastic; Size to allow minimum clearance
between pipe and sleeves or insulation and sleeves.
2: 10
ESCUTCHEON PLATES: Provide chrome plated escutcheon plates where
exposed pipe passes through walls, floors, or ceiling in finished
areas.
2: 11
PIPE INSULATION:
I
e
a. All hot water pipe above grade and hot and cold water pipe above
ceiling or subject to freezing shall be insulated with 1/2inch fiberglass,
low pressure insulation with white universal jacket. Apply in
accordance with manufacturer's instructions.
b. Insulate condensate lines from Winn-Dixie's fixture and equipment
with 1/2" Armaflex insulation above.
2: 12 HOSE BIBBS: Kohler Garden recessed number K-8980. Use 'frostproof' type
in areas subject to freezing weather.
2: 13 FIXTURES:
a. Furnish and install all plumbing fixtures indicated on the Drawings.
Fixtures shall be as specified or equivalent quality fixtures by
American Standard, Kohler, Crane, or Eljer may be submitted for
approval.
b. TRAPS TO BE:
1. FOR LAVATORIES AND SINKS: Brass, chrome plated.
2. FOR SERVICE SINKS: ABS, schedule 40, ASTM D-2661.
2: 14 WATER HEATER
a. As shown on Drawings, U.L. approved, glass lines, with double
heating elements, non -collapsible dip tube, storage capacity not less than
indicated on Drawings, UL approved, covered by 5 year commercial use
warranty.
b. NOTE: Where specific manufacturer and model number is specified on
plans, the Contractor shall comply with same.
2: 15 BOOSTER WATER HEATER (ELECTRIC):
a. Furnish and install booster water heaters (s) as shown on Drawings.
b. Locate where indicated on the drawings and as required by code.
2: 16 CONDENSATE DRAINS FOR A/C UNITS:
a. Furnish and install drain lines to disposal point as recommended
by manufacturer.
b. Type "L" hard drawn copper or schedule 40 PVC.
PART 3: EXECUTION
3: 01 INSTALLATION PRECAUTIONS:
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 screen work finished, before the above work is checked, as
to a stub location by Winn -Dixie personnel.
b. Make all joints in bell and spigot or "no hub" piping with oakum,
well driven in and molten pig lead poured full at one pouring, then
caulk thoroughly until air tight. Make screw joints between cast iron
pipes and other pipes water tight with approved compound.
C. Make joints in vitrified clay pipe using oakum and a stiff mix of
sand and cement, or neoprene gaskets.
d. Make joints in copper pipe using solder.
e. Make joints in plastic underfloor duct as recommended by pipe
manufacturer. Lay plastic pipe with gradual slope to refrigeration
trench.
f. Lay horizontal drain pipes to uniform grade; 1/8" per foot min.,
riser pipes, vertical. No screwed joints permitted in drain pipes,
except as described herein before.
g. Where laid on fill, provide adequate pipe supports to maintain
pitch of the line
h. Sizes of water system piping as shown on -the Drawings. Verify any
omitted sizes. In general, pipe shall be sized to insure adequate
flow in the branches, especially in ,regard to flush valves. Pitch
hot water lines to drain at fixtures. Run domestic water pipe
overhead where possible,
i. Cut brass copper pipe by means of hacksaw. Remove all burrs and
metal chips, dirt, etc., before jointing pipe. Chrome plated pipe
shall show no wrench marks after installations; no threads shall show
j. Adequately support all piping. Maximum spacing between pipe
supports as follows:
NOMINAL PIPE SIZE MAXIMUM SPAN
3/4" and under 5'
1" 7'
1-1/4" 7'
1-1/2" 9'
2" 10,
2-1/2" 11'
3" 12'
4" 14'
k. Provide for expansion and contracion oa all piping.
3: 03 INSTALLATION OF VALVES:
a. Isolate all major piping assemblies as shown on the Drawings and
as required. Provide valve boxes and access panels where required
for accesibility.
b. Install service valve for hot and cold water at each plumbing
fixture.
3: 04 INSTALLATION OF TRAPS:
a. Trap each fixture by water sealing, and vent all traps,
3: 05 INSTALLATION OF PIPE SLEEVES:
a. Install pipe sleeves through walls, floors or ceilings above or
below grade.
b. All sleeves in exterior walls shall be filled with sealant.
3: 06 INSTALLATION OF AIR CHAMBERS: Install bellows air hammer arrestor at
each fixture.
3: 07 INSTALLATION OF FIXTURE TRIM AND FITTINGS:
a. Install trim and fittings and anchor each fixture.
r
b. Include anti -siphon device on each fixture
3: 08 INSTALLATION OF PIPE INSULATION: Install insulation according to
manufacturer's printed instructions.
3: 09 APPLICATION OF PROTECTIVE COATING: Paint all buried or concealed steel
pipe with two coats of black asphalt emulsion paint.
3: 10 TRENCHING AND BACKFILLING:
Trenches shall provide uniform bearing. Where rock is encountered
excavate 3" below the pipe and refill to pipe grade. After testing of
piping, trenches shall be backfilled to grade, tamped to 95% compaction.
3: 11 ELECTRICAL EQUIPMENT AND WIRING:
a. Control wiring and devices required, including wiring, boxes, etc.,
shall be furnished and installed under this section unless shown in the
electrical plans or specifications.
3: 12 WINN-DIXIE FIXTURE AND EQUIPMENT CONNECTIONS: Connect all fixtures and
equipment complete as required for operation.
3: 13 TESTS AND INSPECTIONS.
a. Make all water and air tests of the piping systems before work is
concealed.
b. Test water piping to hydrostatic pressure of 125 psi and hold for
24 hours.
C. After the installation of sanitary piping, plug the ends of the
system and fill with water to top of vents. Should leaks appear,
repair and repeat the tests until the system is tight.
3: 14 STERILIZATION: The sterilization process shall comply with all
governing regulations. After sterilizationand final flushing, the
local health authority is to be notified, -,and their approval obtained
in writing.
3: 1S AS -BUILT DRAWINGS: The plumbing contractor shall furnish Winn -Dixie
upon completion of the work a plumbing plan sepia showing all piping
below grade as installed.
SECTION 1SB AIR CONDITIONING HEATING VENTILATING
PART 1: GENERAL
1: 01 SCOPS: Furnish all labor, materials and equipment necessary to install
asr conditioning, he and ventilating work indicated on the Drawings,
as specified herein.
11 02 ELECTRICAL WORK: All wiring, including control wiring shall be
included under Electrical Section of the Specifications.
1:. 03 SUBMITTAL DATA: Submit for approval five (5) copies of the equipment
brochures technical data and/or shop drawings. (New equipment only.)
1: 04 NOISE AND VIBRATION: Equipment shall operate quietly. The operation
of the equipment shall cause no perceptive vibr atian or objectionable
noise in any portion of the building or structure.
PART 2: PRODUCTS
21 01 SHEET METAL WORK:
a. Supply galvanized steel sheet metal work, in the heating, air
conditioning and/or ventilation systems in accordance. with ASHRAE and
SMACNA Standards.
b. Rectangular ducts over 12" wide shall be cross broken except
where ductwork is to be insulated.
C. Provide flexible woven asbestos duct connections in ducts as
indicated. Secure connections with galvanized channels. Provide a
braided copper bridge strap across flexible connections.
d. Dimensions indicated on the drawings are free area. Where ducts
are lined increase.dimensions to accomodate insulation thickness.
21 02 MANUAL DAMPERS:
a. Provide approved manual louver dampers or splitter dampers where
shown on the plans and where necessary for the proper regulation of the
air handling system, and so located as to be accessible.
b. Install fusible link operated fire dampers in all locations required
by local and state ordinances of a type NFPA approved. Provide access.
Approval of engineer for access door location required.
2J 03 GRILL, REGISTER AND DIFFUSERS:
a. Pattern, arrangement and size indicated are Tuttle and Bailey.
Equivalent appearance and performance will be acceptable with all
aluminum contruction and finish: (Applies only to new equipment required)
.1. Ceiling Diffuser Model PA-1 W/O.B.D.
2. Supply Register - Model AN647 W/O.B.D.
3. Return Grill - Fixed Bar Type W/40 Defl. A.v10D.
4. Ceiling Register - Series AN 30 Curved Vane W/O.B.D.
21 04 DUCT INSULATION: Insulate all supply and return ducts with 1" Owens-
Corning foil faced flexible vapor -seal duct insulation or approved
equivalent. Apply insulation as per manufacturer's instructions.
Apply mastic to joints with OCS 110 Type 2 Gray, or approved equal.
:1 3S ESCUTCHEONS:
a. Provide nickel plated, cast iron escutcheons where pipes pass
through floors, ceiling or walls in finished areas.
21 06 MOTORS: Motors one horsepower (1 hp) or over: 208 volts, 3 phase,
60 cycle; motors -smaller than one horse power: 120 volts, 1 phase, 60
cycle.
21 07 EXHAUST FANS: Fans shall be as indicated on Drawings.
21 08 EXHAUST HOODS: Shall be as indicatd. Provide dry type chemical
fire extinguishing system to meet all applicable codes.
21 09 GREASE FILTERS: Provide filters as indicated on Drawings.
21 10 CONTROLS Controls shall be as indicated on Drawings.
21 11 AIR HANDLING UNIT:
a, Furnish and install A/H unit $ or un}ts as indicated on the•drawings.
All necessary supports, fig*ings, curbs, flashings, etc. shall be
provided as required.
21 12 CONDENSING UNIT:
a, Furnish and install condensing unit and or units as indicated
on the drawings.
21 13 REFRIGERATN PIPE AND FITTING:
a, Furnish and install all necessary piping for A/H unit and
condensing units.
b. PIPING: Type "L hard drawn copper tubing. FITTINGS: Wrought
copper with silver soldered joints.
c. VALVES, Packless, Kerotest, up to and including 1-1/8"; larger
valves. Seal cap type, Henry.
d. Install filter dryer ahead of each solenoid valve in the liquid
line leaving the receiver. Install solenoid valves ahead of each
thermostatic expansion valve. Thermostatic expansion valves with
external equalizing, Sporlan.
e. Install double port sight glass in freon liquid line of moisture
indicated type at each expansion valve.
f.HANGERS:Grinnel Fig. 97, copper plated, at not over 10' intervals.
Isolate from structure with rubber in shear devices.
g. Isolate piping from all galvanized metal to prevent electrolytic
action.
2: 14 REFRIGERANT INSULATION: Insulate refrigerant and condensate piping
above ground floor with-3/4" Owens Corning Co. O.C. flexible tubing
insulation. Apply as manufacturer's directions.
2: 15 STARTERS AND WIRING:
Furnish approved automatic or manual starters for all motors called
for in this section of the specifications. Turn all starters over
to the Electrical Contractor for installation.
2: 16 HEAT RECLAIM COIL:
a. Furnish and install heat reclaim coil and or coils as indicated
on drawings. Piping shall be Winn -Dixie.
PART 3: EXECUTION
3: 01 DUCTWORK: Installation shall be rigid and ductwork free from rattles
and air noices when in operation.
3: 02 SUPERVISION OF ELECTRICAL WORK: This Contractor shall be responsible
for supervision of all wiring including control wiring of equipment
included in this section and shall furnish all necessary diagrams
required, including control working diagrams.
31 03 PIPING EQUIPMENT, ETC: Entire installation shall be in accordance
with the Drawings, Specifications and applicable requirements of the
manufacturers of the equipment and shall perform satisfactory at the
completion of the work.
31 04 PAINTING.:
a. Except as specified herein, all painting will be done by others.
Leave work free from rust, dirt, grease and plaster.
b. Equipment with a factory applied finish shall have scratches,
chips, etc. primed and touched up with materials which Will protect
the surface and match the adjacent areas.
C. Paint interiors of ductwork visible through grilles and register
flat black.
31 05 CLEANING AND ADJUSTMENTS: Upon completion of work, clean, oil, and
grease all fans, motors, other running equipment and apparatus and make
certain that all such apparatus and mechanisms are in proper working
order and made ready for test.
31 06 TEST.A.ND BALANCE:
a. Each system shall be balanced to assure design performance.
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. Test to be made by
qualified mechanical contractor and test report sent to Winn -
Dixie.
3: 07 REFRIGERANT PIPING TEST:
a. Test piping, equipment, valves and fittings, after installation.
Test for Freon 12 refrigerant to a pressure of 200 psi on the high
side introaucing dry carbon dioxide (CO2) throughout the treon
circuit. For Freon 22 the test pressure shall be 300 psi. Bubble
test all joints with soap lather.
b. Wipe piping clean of soap and pump out the carbon dioxide. Introduce
a test charge of freon vapor and leak test all joints with a halide
torch. Finally, the freon shall be pumped out and the entire circuit
,, Ai a ^r+11^ 'd p"erinA
11
placeu unle.Ga.ftC .-i1a.,
of eight (8) hours without noticeable loss of vaccum, Do all testing in•Mh�
presence of the Architect or his representative.
SECTION 15 C - SPRINKLER SYSTEM
The requirements of Division 1 apply to all work here'_nder; special instructions
regarding Mechanical, Plumbing and Electrical trades snail apply to this
section wherein applicable.
1: of SCOPE: Furnish all labor, materials and equipment and install SPRINKLER
SYSTEM as specified herein.
1: 02 GENERAL:
a. Install a complete sprinkler system in accordance with Bulletin No.
13 as published by the National Board of Fire Underwriters.
b. Prepare shop drawings and submit to proper Fire Underwriters for
approval prior to commencement of installation. Install work in
accordance with their app--1
C. Submit shop drawings to the Architect.
d. Furnish and install all items required for a complete first
class installation or that are essential for the proper operation of
the work indicated.
e. Do no cutting or patching of structural members without prior
approval by the ARchitect. Where chases occur in masonry walls,
layout accurately for the Masonry Contractor; Masonry Contractor
shall cut chases.
f. All building areas receiving finish ceilings shall have chrome
plated sprinkler heads.
g. Fire Department connections shall be "UL" labeled bronze type.
Bronze plate shall be lettered "Auto Sprinkler."
h. The Contractor shall furnish and install sprinkler head cabinets
in the mechanical rooms, complete with 24 heads and wrench for each
system.
i. Signs shall be provided for all control, drain, test and alarm
valves. Signs shall be minimum 20 gauge sheet metal, pickled
and treated, withlbaked on enamel white lettering and border on red
background.
1: 03 AS BUILT DRAWINGS:
a. Furnish as -built drawings in accordance •,<i_: Division I of the
Specifications.
1: 04 NOTE: Location of main valve as approved by Winn -Dixie. No other
building shall be serviced by main valve servicing Winn -Dixie.
DIVISION 16 - ELECTRICAL
PART 1: GENERAL
1: 01 SCOPE:
a. Furnish all labor, materials, equipment and accessories necessary
to install a complete and proper operating electrical system which
includes all electrical work as indicated on the Drawings and
specified herein.
b. Extend the service from the point of serviceattachmentfurnishing
all protective devices (except motor starters furnished by others),
conductors, supports, raceways, etc., to serve motor loads, lighting
loads and miscellaneous electrical loads.
C. Contractor shall review all drawings and specifications to become
thoroughly familiar with wiring details. All data presented is as
accurate as preliminary surveys and planning can determine, but
accuracy is not guaranteed. Discrepancies found on different plans
or between plans and specifications shall be brought promptly to the
attention of the Architect for a decision, before preceeding with the
installation.
1: 02 All electrically operated equipment specified in Section 1.11 will be
furnished and installed in place by Winn -Dixie ready for electrical
connections.
1: 03 SERVICE: Electrical service and metering will be supplied by the
local utility company for 120/208 volt, 3 phase, 4 wire, "WYE"
connection.
1: 04 CODES: Comply with the requirements of the latest edition of the
National Electrical Code, and applicable rules and regulations of
-ocal and state laws and ordinances.
1: 05 SHOP DRAWINGS: Submit a list of principal material items, giving
manufacturer's names and catalog numbers. Approval of the list shall
be obtained from the Architect before orders are place. Shop
drawings shall be submitted for panelboards. Submit catalogue cut
sheets of all lighting fixtures for approval, three (3) copies of
each.
1: 06 CHANGES: The drawings indicate generally the locations of electrical
fixtures, outlets, apparatus, piping, etc. Any required changes in
locations shall be made without additional cost to the Owner,
and as directed by the Architect.
PART 2: PRODUCTS
2: U1 GENERAL: In general, materials and apparatus shall comply with all
applicable tests, ratings, specifications and requirements of the
IEEE and NEMA and shall bear the approved device label of the
Underwriters' Laboratories, Inc.
2: 02 CIRCUIT PROTECTIVE DEVICES%
a. GENERAL: Unless otherwise indicated, all branch circuit protective
device enclosures shall be NEMA Type I, general purpose type. Circuit
protective devices installed outdoors or exposed to -the weather shall
have weatherproof enclosures, NEMA Type 3R or Tyne 4.
b. PANELBOARDS:
I. All panelboards shall be dead front safety type, as noted on
the drawings. Solderless lugs, or connectors, in the current
number and sizes for conductors shall be provided on mains, on the
load side of branch circuit, and on neutral bars. All busses shall
be aluminum. Cabinets shall be sheet steel galvanized or cadium
plated inside and out. Cabinets shall be furnished without
knock -outs and holes for raceways shall be drilled and punched on
the job. Fronst shall be drilled and punched on the job. Fronts
shall be sheet steel with a grey paint finish over a primer. Doors
shall be hinged and latched.
2. All panelboards shall be connected distributed phase with
circuit numbering as indicated on the Drawings. Panelboards shall
be numbered with odd numbers on the left side of the panel and
even numbers on the right side of the panel. Panelboards shall have
a circuit directory card mounted in a frame with plastic cover
mounted on the inside of the door.
3. Panelboards which have branches that will serve as normal
switching means for area lighting shall be equipped with handle
protective devices on all breakers which serve lighting circuits
with local switches, receptacles, appliances, water coolers, and
similar non -lighting loads to prevent inadvertent interruption of
these services when switching lighting. Handle protective devices
shall be the non -padlocking type especially designed for this use
and shall be suitably fastened in place,
4. Circuit breakers for panelboards shall be bolt -in molded plastic
case, air circuit breaker type. Breakers shall have thermal -
magnetic trip units and multi -pole breakers shall have a common
trip bar so that the tripping of one pole will automatically trip
all poles of each breaker. Breakers shall be trip -free and trip -
indicating and shall have quick -make, quick -break contacts.
Manufacturer the same as the main switch boards.
S. Lighting panelboaras shall be Square "D", ITE, Cutler -Hammer, np
Westinghouse, or G.E. �V
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DN4JJiNG TITLE
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C. SAFETY SWITCHES:. All safety switches shall 1�e normal duty type,
NEMA 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", Westinghous.,
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.
2: 03 CONDUIT: All conduit installed in main sales area deli office and
other similarly finished areas shall be concealed. All other conduit
may be exposed. If exposed in back rooms, place 6'0" A.F.F. All
C ora"U , �11 a J. bG L11T UAlU JL Wll1 G 1la�talIuu 111 U1 Wldef cU nc:reLe slabs r
on grade where it shall be rigis PVC with bond wire. A short sectinn ';
of flexible conduit may be used for final connections to equipment
and appliances. ;L.:.
2. 94 BOXES
a. All outlet boxes shall be standard galvanized steel type, single
or. -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 shall
be cast or malleable iron, or aluminum with threaded hubs and
appropriate metal gasketed cover plates. Manufacturers names and th'
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
type with fully adjustable tops. Floor plates shallfuinish 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: 05 CONDUCTORS:
a. All conductors''ahall`be copper'. Conductor i'tisulat on sha„11 be'-,
TW or THW, except that THW shall'be used in fluorescent fixture
ballast compartments as a raceway'
2: 06 RECEPTACLES: Receptacles, wall switches and cover plates shall'be
of the type and configuration as shown on the drawings. Where
indicated equivalent wiring devices of a different manufacturer may:
be substituted. Receptacles and switches are specified on the
drawings.
2: 07 LIGHTING FIXTURES:_WON 0
a. Furnish complete allR lighting fixtures"listed in the scheduleurile
otherwise indicated on the drawings. ,Verify the ceiling finished and
suspension systems for selection of the proper type trim and support
arrangements of the fixtures
b• BALLAST:
1. Ballasts for fluorescent lamps shall be rapid start, high' --
power factor, Class ''P' type, and shall bear the CBM and UL, label`
2. All fluorescent light fixtures installed on ceiling shal,
be provided with z1f spacer between ballast hous.in 'k
and ceiling.
c. LAMPst
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:
r
3. Lamps shall be manufactured by General Electric
2: 08 MOTOR CONTROLLERS:-- `°
a. Where indicated on the Drawings,amotor *con trollers shall be
furnished and installed under this section. Thewfull load current
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 horsepower rated, nonfusible disconnect switch shall also be
included in the enclosure. Starters shall be Allen-Bradley Bulletin
712, General Electric CR-108 and CR-7008 Square "D", Class 8538, or
x" Westinghouse Class 11-203. Starters for single phase motors shall
have only one thermal overload unit and heaters. Hand-off Cutler-Hammeilr.i'
of I.T.E. automatic switches, shall be furnished in the covers.of all
starters.`'
2: 09 UNDERFLOOR DUCT:
a. GENERAL: The contractor shallfurnish and install 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 ellipsoid
shape to permit easier fishing and pulling of wire and cable. The.
,;distribution duct lengths shall have factory preset inserts spaces on
24" i-enters and shall be 7/8" (1-3/8", 1-7/8", 2-3/8", 2-7/8") as
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 a two duct system, one for power, .thy -o Viler for -;intercom.;';
system.
,e
c. JUNCTION BOXES: The boxes shall be equipped with 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 supports shall be supplied with fakt,r)' eta
.leveling legs.
e. ACCESSORIES: All joints between components of the underfloor duct'=
.system shall be sealed against concrete entry. Marker screws shall
`be installed in accordance with the National Electrical Code. Unused
,openings are to be closed by suitable plugs.
s
,f. SERVICE FITTINGS:, Service fittings saall be furnished for,high and
loy; tension application as indicated on drawings. Service fittings shall.
be installed at locations shown on the drawings.
g. MANUFACTURER: The underfloor duct, junction boxes and other
omponents required by this specification and the'drawings shall be asps;
manufactured by Square "D" or Walker/Parkersburg.
STORE MUSIC AND PUBLIC ADDRESS SYSTEM:
a. �e. 1N "� - t' and tumtier'as_ing speakers as manufactured by uza , type s"
with volume control.i indicated on the drawings. Wall speaker w
b. Speaker wire - Belden 48492:=
c. Microphones - Furnished by Winn -Dixie'
d. Amplifier - Furnished by Winn -Dixie.
e. Microphone Wire - Belden 8762.'
f. Weatherhead an, ,Conduit £or antenna, Us
PART 3: EXECUTION
3: bl NEW ELECTRICAL:
E
a. All electrical, plumbing, and underfloor duct roughing in wor,
in floor must be completed, all pullbox forms must be in place;',`
fine grading and screed work finished, before the above work is
checked, as to stub locations, by Winn -Dixie personnel.
b. Notify Winn -Dixie approximately two (2) weeks before the above'z
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
independently of the connecting raceways. All steel shapes, 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 equipment directly thereon.
3: 03 INSTALLATION OF RACEWAY:
a. All conduit shall be made up tight and no running threads will be
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 iiubs, a St3iluatu iOCxuut Siisii uc ii5 eu vn t lxc iiiSuc
of the box. All conduit shall be properly aligned, grouped and
supported. Exposed conduit shall be installed ata'ght angles to or
parallel to the principal structural members. i
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i :.. a
c. Size of raceways shall not be less than NEC requirements':" 'a
size raceways and/or pull boxes shall be installed if there is
excessive length of unbroken run or excessive number of bends.
Combining of circuits, other than those indicated on the drawings, will
not be permitted.
d. Underfloor duct installed in a neat and workmanlike inr�i'n stricl�. �
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:
I. Wall switches - 416" }
2. Wall receptacles - 11611, general; 41611 in cutting rooms
3. Telephone outlets - 116"
4. Clock - see drawings
S. 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. 10 s„
AWG to the first outlet.
t.3: 06 INSTALLATION OF LIGHTING FIXTURES''ry^
a. All fixtures shall be properly and carefully 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:71
a. All equipment shown on the Drawings which are furnished under other •'
sections of these specifications and by others shall be connected under
this sectinn. This equipment shall be considered as being furnished in
y
place.
b. Before connecting any piece of equipment, check the name plate.'
t data against the information shown on the drawings and call to,thq'
attention of the Architect any discrepancies thereto.
f
C. The equipment shall be connected to the conduit system by means
of a short section (18' minimum) of flexible condui .,unless otherwise:
indicated.
3: 08 CONTROL DEVICES AND CONTROL WIRING',m
a. Unless otherwise indicated, all control devices such as thermostats,,
firestats, relays, etc., shall be furnished under sections of the
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
..t
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 equoment.
installed by the Contractor. Identification shall clearly.describe
the equipment and function. Method of identification and description:•
shall be subject to approval of the Architect.
b. Panel board directory cards shall be completed with a typewriter to
indicated areas and/or devices served by each circuit.
3: 10 BUILDING SIGN LETTERS:
.k
i; a. Furnish and installed by Winn` -Dixie.,-
b. Primary supports by General Contractor and 'electr caI donnecti'ons b}g=
electrical sub -contractors.
k .m C" v' yo4 as al
3: 11 STORE MUSIC AND PUBLIC ADDRESS SYSTEM:
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 information on guide. ,bee ;bound as part of
Contract Drawings. x-
3: 12 INSTALLATION OF PIPE SLEEVES
a. Install pipe sleeves at all locations where pipe passes through walls,
floors or ceilings above or below grade.
b. Where subject to moisture or weather, seal sleeves with watertight—'
sealant.
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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