HomeMy WebLinkAbout09-19-1978 Regular Meeting113
FAIRHOPE Pi[JNICIPAL AIRPORT BOARD
September 19, 1978
The Fairhope Municipal Airport Board met at 9:30 A.M., Tuesday, September
19, 1978 at the City Administration Building, 387 Fairhope Avenue, Fair -
hope, Alabama with the following present:
J. Russell Kilgore, Chairman
James Gaston
Billy Don Wiggins
and
John Wimpee representing Bass Aviation
Russ Kilgore introduced two bills from John Duck, City Attorney, for
legal services rendered involving the Airport Board. On a POTION by
Jim Gaston, seconded by Billy Wiggins, notion carried unanimously to
approve these for payment.
At the last meeting of the Airport Board it was moved to send a letter
to the FAA requesting a waiver on the construction of the new hanger.
Russ Kilgore read to the Board the response he had received stating
that proposed hangar is not considered a hazard and giving O.K. with
the Board keeping in mind the future of Airport.(copy of letter attach-
ed) .
Mr. Wimpee addressed the Board in regards to final approval on proposed
construction. He submitted proposal by Yen Pritchard, Contractor, and
specifications/proposal from PSI BUILDING SYSTE1S in Montgomery, Ala.
(copies attached) There followed discussion by Mr. Wiripee and the Board
members about different aspects of construction being proposed. After
all questions were answered to satisfaction, it was put in the form of a
1,VrION by Mr. Gaston, seconded by Don Wiggins to go ahead with the pro-
posed construction as set out at this meeting.
Russ Kilgore introduced a bank account report at this time showing
as follows:
Reconciled 6/30/78 $29,610.98
July C1089 - 304.71
Aug. Ckgk90 - 304.71
Deposits 2,568.40
Balance As Of 9/15/78 $31, 569.96
There being no further business to come before the Board at this time
the meeting adjourned.
17&11
Secret
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DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
September 5, 1978
Mr. J. Russell Kilgore, Chairman
Fairhope Municipal Airport Board
P . 0. Drawer AS
Fairhope, Alabama 36532
Dear Mr. Kilgore:
AIRPORTS DISTRICT OFFICE 0.P� AV,q
P. 0. Box 6111, Pearl Branch moo` J'o
Jackson, Mississippi 39208
�o �o
'4/N I S I IL
We are enclosing a copy of FAA Form 7460-1, submitted to this office
in regard to a proposed hangar on the Fairhope Airport, Fairhope,
Alabama. You will note that the proposed hangar will exceed the
standards of FAR Part 77 and will not be a hazard to air navigation.
While the proposed hangar is not considered a hazard to air naviga-
tion, structures that violate FAR Part 77 should be avoided if possible.
We are aware of the problem in moving the hangar back and have no objec-
tion to its construction if it is to serve a single FBO. If the hangar
is to serve a second FBO we believe that you will continually be short
of space and would suggest that the initial development for a second FBO
be in the area shown on the airport layout plan.
Sincerely,
WA 0. CALDWELL
Project Manager
Alabama Planning and
Development Section
Enclosure
cc:
Mr. James Rowe
-1. "��'4, DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION IN REPLY REFER TO
+ * SOUTHERN REGION AERONAUTICAL STUDY
0 P. 0. Box 20636 NO. 78-ASO-1718-OE
��'N�sT�►`� Atlanta, Georgia 30320
ACKNOWLEDGMENT OF NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION
CONSTRUCTION LOCATION
Fairhope Airport Board PLACE NAME
c/o J. Russell Kilgore, Chairman
Z P. 0. Box 957 Fairhope, Alabama
h Fairhope, Alabama 36532
LATITUDE LONGITUDE
30028'01" 87°52'43"
DESCRIPTION HEIGHT (IN FEET)
CONSTRUCTION r ABOVE GROUND ABOVE MSL '-
PROPOSED Metal Hangar 26.4 113.89
The Federal Aviation Administration hereby acknowledges receipt of notice dated August 18, 1978, concerning the
proposed construction or alteration described above.
A study has been conducted under the provisions of Part 77 of the Federal Aviation Regulations to determine whether the pro-
posed construction would be an obstruction to air navigation, whether it should be marked and lighted to enhance safety in air
navigation, and whether supplemental notice of start and completion of construction is required to permit timely charting and
notification to airmen. The findings of that study are as follows:
(X ) The proposed construction would3M exceed FAA obstruction standards and would not be a hazard to air naviga-
tion. However, the following applies to the construction proposed:
( ) The structure should be obstruction marked and lighted per FAA Advisory Circular AC 70/7460-1, "Obstruc-
tion Marking and Lighting."
( X) Supplemental notice is required at least 48 hours before the start of construction (use the enclosed FAA
form).
( X) Supplemental notice is'required within five days after construction reaches its greatest height (use the en-
closed FAA form).
( ) The proposed construction would exceed FAA obstruction standards and further aeronautical study is necessary to
determine whether it would be a hazard to air navigation. Pending completion of any further study, it is presumed
the construction would be a hazard to air navigation. Further study:
( ) Has been initiated by the FAA. ( ) May be requested by the sponsor within 30 days of date of
this acknowledgement.
( ) If the proposed structure were reduced in height to not exceed ft. above ground level ( ft. above
sea level), it would not exceed Part 77 obstruction standards.
If the structure is subject to the licensing authority of the Federal Communications Commission, a copy of this acknowledgment
will be sent to that Agency.
Notice is required anytime the project is abandoned or the proposal is modified. (Use the enclosed FAA form.)
cc: JAN-ADO
ASO-902
TITLE _ Airspace Specialist
L F. HERRING Airspace and Procedures Branch
~ISSUED IN ast Point Georgia ON August 30, 1978
FAA Form 7460 -7 (4-7 t) C FAA AC 74-3788
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PROPOSAL. SUBMITTED BY
Ken Pritchard
DESIGNER • CONTRACTOR
P. O. BOX 836 FARIHOPE, AL 36532
PHONE 205-928-1712
TO Alabama Aircraft !no. _ CONTRACT NO.
(Hereinafter Called The Owner)
ADDRESS Rt.) Box 170 PHONE NO. 928-1230
CITY__Fairhope STATE Ala. ZIP _ 36532 _
We propose to furnish and install add labor and material in accordance with the
following specifi rations i V jy�;,�[} f l located at Fairhope '14unieipal Airport
1. A floor -lab and foundation for a metal han;er building, size 100 ft. x 100 ft.,
located 10 ft. from resentvement.
2. .All exca%,ation and sandy--clayfill 115' x 110', compacted by sheeps foot roller to no
less thar.. 95% com-,aaction. (All in accordance with specifications attached to this
s contract.
y. _Keinforement to be cc 19L10 x 6/6 wire mesh with 1,11 reinforcement rods on 161, o.c.
each way, _!
4. Floor sl�:.b to be 611 thick usiniz 3000 lb. test concrete
5. _Concrete footin;r to be poured monilithic with floor slab and to be 1211 x 1811
6. All anchor bolts to be furnished by building contractor rind set by this contract. _
7._Install 12t1 trench across front of building for drainage, with a cast iron gate _
cover.
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` PROPOSAL SUBMITTED BY
Ken Pritchard
DESIGNER - CONTRACTOR
P. O. BOX 836 FARIHOPE, AL 36532
PHONE 205-928-1712
___ _ CONTRACT NO.
(Hereinafter Called The Owner)
ADDRESS _—_. —____— PHONE NO. —
STATE
We propose to furnish and install
following spec'tications in the home or building located at
ZIP
in accordance with the
8. install two sets of -;Ixnbin7 for toilet rooms, one mens and one womenss Install one
hot water heater.— -- —
9. —Install three water outlets with hose
10. Install one 1000-gal. sert'_c trnk and. field as directed.
'1. Install drain & catch basin .for washing airplanes.
2. _C ontr<<.tor to keep close saoervision on job at all times when work is_bei_nr conducted.
13. Contractor to k._ep premises clean at all times. _— —
14. Contraci;or to ca.r workmens Compensation insurance. _
i Contrac or to Install six 411 P.V.C. lines under floor slab to oe used for future --
electric.
1.5. No elec'Cric is included in this estimate. All electric will be installed after building
-- is erec `edL. — --- —
o c 170L�y
for the sum of $,T 9It V 1
Terms of Payment: a _— upon acrepatance of this proposal and ( balance of _ upon
completion of the work; •
OR (8) $_- -- upon completion of the work.
This proposal is limited to ten days acceptance from date hereof.
After acceptance by the Owner in the space below, this contract shall be binding and constitutes the entire agree-
,ent between the Company and the Owner. No oral terms or representations shall be considered a part of this agree-
'` : gent.
~ ACCEPTED —_ ---- By ALESMAN
Approved
--- OWNER
Date -- TITLE
LIaa RTY PRINTING, INC., ►aA"VILLa, ALA. 36017
C.)
CONTRACT
� PSI BUILDING SYSTEMS
1 P
1 PARSONS STEEL INDUSTRIES, INC.
ROUTE 6 BOX 23 a (205) 834-3500
MONTGOMERY, ALABAMA 36108
Buyer Bass Aviation Inc. Date Quoted 9-14-78
Routh 3, Box 170
F airhope, AL 36532 Quotation No. 1087
Reference:
Attention: Mr. John Wimpce
GENTLEMEN: It is a pleasure to present to you our proposed contract for a PSI steel building as specified below.
Q Q Im
Width 100, Length 100, Eave Height 2 0 ' Frame Rigid Bay Spacing 2 5 ' Roof Pitch 1/12
SPECIFICATIONS:
1. Building to be of PSI standard steel frame construction. All shop connections to be welded, all field connections to be bolted. Structural steel, to
receive one shop coat of standard paint.
2. Framework designed for the following loads: Live 2Ott Wind 25# Other
3. Roof covering to be PSI 26 gauge (X) deep rib galvanized steel panels.Y** X Galvalum
f ( ) deep rib galvanized steel panels, colored
4. Wall covering to be PSI 26 gauge (X ) deep rib galvanized steel panels, white
( ) deep rib galvanized steel panels, colored
5. All flashing tone pre -formed galvanized metal. White colored flashing furnished on colored buildings unless noted.
6. Eave gutters ( :Q Yes ( ) No. Eave flashing furnished when gutters are not used.
7. We do ( ) do not (X ) include anchor bolts. All glass, clips, putty and glazing will be by others unless erection is by PSI Anchor bolt layout
drawings and er-ction plans will be turni,hed.
A. Our Quoted prices do not include any material or labor in connection with foundations, concrete, setting of anchor bolts, general contract work,
special flashings, or any other item not normally a part of a steel building, unless specifically provided for below.
ADDITIONAL SPECIFICATIONS AND ACCESSORIES:
1 - P.S.I. -)re-engineered, all steel, computer designed, maintenance hangar,
100, wide X 1001 long X 201 eave height, with bottom roll, top guided, ball bearing
doors (4-201 X 201) pi,nels that stack to one side , door opening to be 80, wide X 201
high.
Accessories Include:
1 - 3070 steel wald door
1 - 81 X 8' sliding door in rear wall
16 - sky light panels
Gutters & Downspouts
Detailed anchor bolt plans will be,furnished following -firm order.
2 - 501 X 501 X 16' eave ".shade ports" to be attached to above hangar.
Building same loam factors as hangar.
This quotation must be accepted within thirty (30) days. All for the sum of (FOB Montgomery, AL.) $ 41,124.00
Sales Tax (if applicable) $ 1,644.96
Estimated shipping date: 6 to 8 weeks after receipt of Freight $
approved drawings. Erection (Non -union) $
Payment Terms: To be determined by PSI credit department. Other $
10% with order Total $ 42,768.96
90% on delivery to jobs] to
Erection by separate c�optrgct - adtht lCrY���1
Buyer warrants al, th property is n ruyel s name an o nd indefeasible title to the following described property, situated
This contract is not binding until .accepted by Buyor and approved by an executive officer of seller, and when accepted, it and the terms And conditions
of sale on the rever.,e side hereof, constitutes the entire contract between Buyer and Seller.
Approved and contract entered Into at Montgomery, Alabama.
PSI BUILD NG SYSTEMS
PARSONS TEFL INDUSTRIES, INC
By
A'SI BUILDING SYSTEMS
PARSONS STEEL JNDUSTRIES, INC.
19_ ACCEPTED BY BUYER
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I DIVISION 2 SITE WORK,
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GENERAL
THE WORK INCLUDED IN THIS DIVISION SHALL INCLUDE ALL CLEARING, EXCAVATING9
BACKF'ILLINGFILLING AND RELATED ITEMS NECESSARY FOR THE BUILDING CONSTRUC—
�
TION. ALL EARTHWORK IN CONNECTION WITH BUILDINGS WILL BE-SUPERVISED'ANO
CONTROLLED BY A QUALIFIED LABORATORY PAID FOR BY THE OWNER.
'CLEARING
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL. PHYSICOL
CONDI TI ON$ A14D SHALL. DI_ HELD TO THE COMPLETION OF THE WORK REGAROLES O AS TO
WHETHER OR NOT TF"EE0.1 SHRUDBERY9 ETC.9 ARE SHOWN ON THE DRAWINGS. L
'WITHIN SUCH GRADED AREAS,THAT HAVE A CUT OR FILL IN EXCESS OF SIX (�) INCHES
EXCEPT WHERE SHOWN 'TO REMAIN. ALL TREES AND SHRUBS SHALL DE REMOVED FROM THE
SITE BY THIS CONTRACTOR.1
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TREES AND SHRUBBERY SHALL BE REMOVED IN THEIR ENTIRETY9 INCLUDING STUMPS
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AND MAJOR ROOT1.
BEFORE BEGINNING ANY OF THE ABOVE WORKS THE LOCATION OF ALL GRADING SHALL
BE DETERMINED ON THE E;ITE SHOWING AMOUNTS OF CUT AND FILLS AND SHALT_ BE
APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE.I TREES BEYOND THEGRADED
TREES
AREA SHALL BE REMOVED ONLY UNDER THE DIRECTION OF THE ENGINEER.
TO REMAIN SHALL EIE PROPERLV PROTECTED.
EXCAVATION AND F I L_ I NC
ALL TOPSOIL SHALL. BE STRIPPED FROM.THE AREA TO BE GRADED AND STOCKPILED AS
DIRECTED. SATISFACTORY EXCAVATED MATERIALS MAY BE USED FOR FILL IN AREAS
FIVE FEET OUTSIDE OF BUILDING LINES. ALL FILL REQUIRED WITHIN FIVE FEET
OUTSIDE OF BUILDING LINES SHALL BE APPROVED9 SELECT MATERIAL FURNISHED BY
THE CONTRACTOR.
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THE E;URGRADES SHALL BE SHAPED TO LINES AND GRADES AND COMPACTED TO AT LEAST
95 PER CENT OF MAXIMUM DENSITY AS DETERMINED BY
THIS OPERATION
SHALL INCLUDE PLOWING, DISKING AND ANY MOISTENING ORAERATING REQUIRED TO
OBTAIN PROPER COMPACTION. SOFT OR OT14ERWIFE UNSATISFACTORY MATERIAL 31•IALL
BE CCIAPLETELY REMOVED AND REPLACED WITH APPROVED MATERIAL TIIAT WILL PRODUCE
A FIPM SUBGRADE TO THE REQUIRED DENSITY.
FILL UNDER BUILDINGS (FIVE FEET OUTSIDE BUILDING LINES) SHALL BE PLACED IN
Sit LAYERS AND COMPACTED TO AT LEAST PER CENT MAXIMUM DENSITY.
FILL OUT—
SIDE BUILDINGS SHALL BE IN 8" LAYERS A 0 COMPACTED TO AT -LEAST 9A nPS /� ENT
MAXIIAUM DENSITY.` DENSITY SHALL BE AS DETERMINED BV
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GRAD I IVG
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SLOPE GROUND AWAY FROM HUILDINGIWALLS AND GRADE GENERALLY( TO A SMOOTH UNIFORM
SURFACE. FINIISHED GRADE3 NOT OTHERWISE INDIOATFD GHALL LIE UNIFORM LEVELS OR
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SLOPES BEYOND POINTS WHERE LEVELS ARE GIVING OR BETWEEN SUCH POINTS AND EXIST—
ING GFADES,
EXCEPT WHERE THE SURFACE SHALL BE ROUNDEDIAT ABRUPT CHANGcS IN
SLOPE. IT
IS THE INTENT OF THE DRAWINGS AND THIS SPECIFICATION TO PRJVIDE
ADEQUfTE DRAINAGE
OUTLETS, LEAVING NO POCKETS WHERE WATER WILL COLLET.
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D I SPOc AL OF
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SURPLUS FARTI-1
ALL MATERIAL
NOT REQJIREO FOR ROUGH GRADING OR NOT REQUIRED TO BE PILED ON
THE SI"FE TO
BE USED F'OR FINISH GRADING SHALL BE REMOVED FROM THE SITE BY THIS
CONTRACTOR.
INSPECTION
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ALL EXCAVATIONS SHALL. BE INSPECTED BY THE ENGINEER BEFORE ANY CONCRETE IS
POURED AND
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) DAYS
,IN ADVANCE
BEFORE MATERIALS ARE TO BE PLACED.
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DIVISION 3-CONCRETE
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GENERAL
FURNIJH ALL LABOR, MATERIALS, EQUIPMENT, AND APPURTENANT ACCESSORIES NECESSARY
TO COMPLETE ALL RF:I NFOF2CE0 CONCRETE AND/OR PLAIN CONCRETE WORK SHOWN OR
f ':C
REASONABLY IMPLIED ON THE DRAWINGS AS PROVIDED IN THE SPECIFICATIONS.
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ALL YJOrZK SHALL COMPLY WITH THE CURRENT A.C.I. BUILDING CODE.
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NOTIFY A1_L 'OTHER 'TRADE: IN TIME TO PLACE SLOTS, INSERTS, P 1 PES , SLEEVES, BOLTS,
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AND OTHER WORK TO BE COVERED WITH CONCRETE,
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SECT I O,I ' A� CONCRETE
MATERIALS
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ALL MATERIALS SHALL CONFORM TO THE STANDARDS (LAXEST ISSUE) OF THE AMERICAN
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SOCIETY FOR TESTING MATERIALS OR TO THE FEDERAL SPECIFICATIONS APPLICABLE,
PORTLA`ID CEMENT: SHALL 13E OF U. S. MANUFACTURE AND SHALL CONFORM TO STANDARD'
SPECIFICATION FOR PORTLAND CEMENT, ASTM C-150, TYPE 1.
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FINE: A'SGRF.CIATE S :illAl.l. BE CLEAN, HARD, DURABLE, UNCOATED GRAINS OF SHARP SAND
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,'WITH NOT OVER 3;'r CLAY. SIEVE ANALYSIS AND MATERIAL IN ACCORDANCE WITH AS m C-33.
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COARSE AiGRECATF: SHALL BE CLEAN, HARD, STRONG, UNCOATED PARTICLES OF WELL
GRADED? ',HASHED GRAVEL. OR CRUSHED STONE. MAXIMUM AGGREGATE 1—. MATERIAL AND
GRADING IN ACCORDANCE WITH ASTM C-33.
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WATER: SHALL BE CLEAN, POTABLE, AND FREE PROM DELETERIOUS SUBSTANCES SUCH AS
OIL, ACID, ALKA6 , E•I•C.
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_METAL REINFORCING: SHALL BE DEFORMED AS PER ASTM A305 SPECIFICATIONS. STEEL
OARS GHAI-L BE OF NEW DILLET STEEL, INTERMEDIATE GRADE AS PER ASTM A15. ALL
REINFORCING (SHALL BE FREE FROM OIL, LOOSE MILL OR RUST SCALE, AND BE CLEAN.
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ftl-DED WIRE MESH_: SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR WELDED
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STEEL WIRE FOR CONCRLTE= REINFORCEMENT", ASTM A185.rla
METAL ACCESSORIES: PROVIDE AND PROPERLY SET ALL METAL CHAIRS, SPACERS,
BOLSTERS, WIRE, ETC., •ro PROPERLY HOLD REINFORCEMENT RIGIDLY IN PLACE WHILE
POURING CONCRETE. REINFORCEMENT FOR GRADE SLAB AND BEAM SHALL BE SUPPORTED
BY METAL CHAIRS, 801-3TCRS, ETC., OR OTHER APPROVED METAL SUPPORTS. DEVICES
SUCH AS BRICKS, PRECAG-r CONCRETE, ETC., WILL NOT BE PERMITTED.
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CONOTE•UCTION aJO1NTS: SHALL BE HELD DOWN i INCH AND FILLED WITH TWO
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COMPOt,'CNT POLYE3UL1•'I0C RECI N EQUAL TO Ar C. HORN'n "DARASEAL7U"I OR
SONNEC+ORN'S "SONELA3'ric SEALANT"t JOINTS SHALL BE PRIMED AS INSTRUCTED BY
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,THE MANUFACTURER. COLOR SHALL BE GRAY•
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MATERIAL STORAGE AND SHIPPING i
CEMENT: IN 94-POUND MANUFACTURERS BAGS (SACKS) OF ONE CUBIC FOOT. STORE
ON RAISED FLOOR IN DRY SHED.
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SAND l.ND GRAVEL: STORED IN CLEAN WELL —GRAINED LOCATION.
STEEL HART: PROPERLY MARKED AND TAGGED FOR LOCATION. REMOVE TAGS BEFORE
POURIIIG CONCRETE. STORE ON HIGH WOOD BLOCKS 8UITASLY PLAITED TO KEEP BARS
OFF GROUND AND PREVENT SAGGeNG AND BENDING.
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CONCRI-TE M I X I NG-L-QUAL I TY, ETC.
QUALITY: CONCRETE SHALL BE OF A HOMOGENOUS STRUCTURE WHICH, WHEN HARDENED,
WILL HAVE THE REgUIF.EG STRENGTH AND DURABILITY.
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STRENGTH: AL.L .CONCFETE SHALL BE 3000 POUNDS PER SQUARE INCH IN COMPRESSION
AT TH,? AGE OF 28 DAYS.
PROPOIT,ONING:'l OF CEMENT, AGGREGATE AND WATER NECESSARY FOR CONCRETE SHALL
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BE DETERMINED BY LABORATORY TESTS OF MATERIALS SUBMITTED AT LEAST 30 DAYS
PRIOR TO COMMENCEMENT OF CONCRETE WORK, FOR APPROVAL AND TESTING.
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MEASUREI'.AENTS: OF ALL MATERIALS FOR CONCRETE SHALL BE BY WEIGHING AND SUIT—
ABLE APPARATUS DE:SI (;NE:D AND CONSTRUCTED NOR THIS PURPOSE. MATERIALS SHALL
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BE WEIGHED SEPARATELY TO WITHIN 1% OF THE DESIRED AMOUNT. CEMENT IN STANDArD
SACKS Nr:GD NOT BC WEIGHED, BUT BULK CEMENT SHALL BE WEIGHED. WATER CONTROL
SHALL BE TO WITHIN 'i PER CENT DESIRED* MAXIMUM WATER CONTENT SIX,(C) GALLONS
PER SACX OF CEMENT.
MIXING_: OF CONCRETE_ 'SHALL BE DONE 1N BU1TA13LE EQUIPMET, CAPABLE OF COMBINING
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THE AGGREGATES, CEMEN7, AND WATER, WITHIN THE SPECIFIED TIME, INTO A THOROUGHLY
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MIXED AND UNI FORI.A MAS:3, WITH NO SEGREGATION UPON DISCHARGE. MIXING TIME SHALL
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BE MEASURED FROM TIME WHEN ALL MATERIALS, INCLUDING WATER, ARE IN THE MIXER,
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AND, FOR ONE CUBIC 'YARD MIXER OR LESS, THE MINIMUM MIXING TIME SHALL BE 1—'
u'r
MINUTES. FOR LARGER CAPACITY MIXERS, INCREASE THE MIXING TIME TO 15 MINUTES
FOR EACH ADDITIONAL_ HALF CUBIC YARD OF CAPACITY OR FRACTION THEREOF.
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READY MIXED CONCRETE: MAY BE USED AND THE OPERATION IN ITS ENTIRETY SHALL'r
CONFORN TO ASTM C94 SPECIFICATIONS. -DO NOT HOLD CONCRETE LONGER'THAN
HOUR:, IN MIXER TRUCK.
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RE —TEMPERING: OF PARTIALLY HARDENED CONCRETE WILL NOT BE PERMITTED.
CURING OF CONCRETE: SHALL BE OBTAINED BY KEEPING CONTINUOUSLY WET FOR SEVEN
DAYS. OTHER METHODS OF CURING SHALL OBTAIN THE ENGINEER,18 APPROVAL.
TESTS AND REPLACEMENT
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CONCRETE MIX DESIGN: INSPECTION OF MIXING AT MIXING PLANT AND SITE, AND'
CYLINDER TEST•WILL •BE PERFORMED BY AN'INDEPENDENT TESTINfi LABORATORY SELECTED
ByANO PAID BY 'THE OIM1INER.
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THE CONTRACTOR SHALL NOTIFY THE TESTIN IASORATORY PRIOR 70 POURING .ILL
CONCRETE,. HE SHALL COOPERATE IN MAKING TESTS AND ALLOW FREE ACCESS TO THE
,WORK FOR SELECTION OF MATERIALS AND STORING CYLINDERSII PROTECT CYLINDERS
AGAINST INJURY OR LOSS.
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REPLACfMI7NT: SHOULD THE 34RENGTH OF CONCRETE AS SHOWN BY THE TESTS (AS
L'PECIFIED IN GCA—ARTICLE 13) FALL BELOW THE REQUIRED STRENGTH, THE AFFECTED
WORK SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
FORMS
FORMS: SHALL CONFORM TO THE SHAPE] LINES, GRADES AND'DIMENS104S OF THE CON—
CRETE AS SHOWN ON THE DRAWINGS. THEY SILL BE CLEAN, SMOOTH, STRONG, AND
SUFFICIENTLY TIGHT TO PREVENT MORTAR LEAKAGE, AND SECURELY BRACED AND MAIN—
TAINED IN POSITION AND PROPERLY SHORED TO SUPPORT THE CONSTRUCTION LOADS.
SUFFICIENT TEMPORARY OPENINGS SHALL BE PROVIDED WHERE NECESSARY TO PERMIT �
CLEANING AND INSPECTION JUST PRIOR TO DEPOSITING CONCRETE. ALL VERTICAL SIDES,
I:UCH AS EXTERIOR SIDE. OF EDGE GRADE BEAMS, SHALL'BE FORMED.
FESTAL ,rOR1,lu:0� f
IF USED, :SHALL BE TRUE, STRAIGHT, FREE FROM DENTS AND OF SUFFICIENT
GAUGE TO WITHSTAND THE CONSTRUCTION LOADS,
PROVIDE SCREEDS FCR LEVELING FLOORS, SAME TO BE REMOVED AS CONCRETE 13 PLACED.
PIPE SLEA CS: PIPE INSERTS, PIPES, ANCHORS, BOLTS, AND OTHER FASTENING SHALL
BE I NI31'ALLED BY THE CONTRACTOR OR HIS APPROPRIATE SUB —CONTRACTOR WHERE
NECESSARY FOR INST•ALOATION OF THEIR WORK.
REINFORCIrIG STECL
0I141170RCING STEEL: SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH
AC ''MANUAL
1315, OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUC—
TURES''. IT;SHALL BE CLEAN AND FREE FROM MILL SCALE AND RUST AT THE TIME -OF
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PLACING.
SHOP DRAWINGS: IN TRIPLICATE WILL BE REQUIRED FOR APPROVAL•.
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DEPOSITING CONCRETE
INSPECTION AND APPROVAL SHALL. BE OBTAINED FROM THE ENGINEER FOR FORMS, REIIN—
FORCING, AND OTHER CONDITIONS BEFORE PLACING ANY CONCRETE IN THE FORMS, I
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NO CONCRETE SHALL BE PLACED WAN THE TEMPERRATURE IS 450 F OR LESS AND FALLING.''
NOT
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AT ANY TIME WHEN THE TEMPERATURE IS 40 F OR BELOW.
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FRESH CONCRETE SHALL BE TRANSPORTED TO THE FORMS OR PLACE OF DEPOSIT •IN A'
MANNER TO PREVENT THE SEPARATION OR
LOSS OF THE INGREDIENTS. IMALL BE
DEPOSITED AS NEARLY AS PRACTICABLE IN ITS FINAL POSITION 80
ASTOSMAINTAIN A PLASTIC SURFACE WHICH IS APPROXIMATELY HOR120NTAL.I
CONCRETE, DURING AND IMMI_DIATELY AFTER DEPOSITING, SHIALL BE THOROUGHLY
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PACTIZO BY MEANS OF SVJTAULE TOOLS, CONCRETE SHALL BE WORKED
AROUND REINFORCE—'
MENT, EMBEDDED;FIXTURES, AND INTO ALL CORNERS OF THE FORMt13 •
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HONEYCOMBED OR ROUGH SURI'ACEJ SHALL CIE FILLED AND FINISHED WITH A MORTAR OF
THE SAME PROPORTIONS AS TIIC CONCRETE. `I
WATER SHALL BE REMOVED FffUM THE SPACC TO BE OCCUPIED FIY TIIC CONCRETE BEFORE ;
' CONCRETE 119 QEP681 TEDy UNLESS OTHCRWI SE DI RCCTED [Iv THE F Nrl NEER. , i
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CONCRETC HARDENER
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LI QU 1 0 FLOOR HARDENER GIiAL.L BE APPL I LD TO F 1 N I EH FURI'ACE 017 CUNCRET C FLUOR$. i
THE FLOORS SHALL BE THOROUGHLY CURED, CLEANED AND PERFECTLY DRY WITH ALL WORK
ABOVE THEM COMPLETED. THE, FLOORS SHALL THEN OF TREATED WITH IILAPI DOL I TH11 qS ( '
MANUF AQTURIiO BY L. SONNEIIORN F. ' I N0. , Olt APPROVED I-QUAL , APPL, I EO IN 8TR I CT
ACCORDANCE WITH THE MANUFACTURgR'S DIRECTION.
SLAB FINISH i I II
AFTER SURFACE W/ITER HAS DISAPPEARED AND CONCRETE IS SUFFICIENTLY FIRM TO ( i
HOLD A MANS; WEI,GHTF THE SLAB SHA{ L BE TROWELLED - TO A (TRUE' EVEN, SMOOTH I t
SURFACE.
N ADDITION TO 7HE TROWELING SPECIFIED Af)OVE , TIME CONCRETE FLOOR SLAB GUIZI'�ES I
WHICH ARE TO BE ITHE FI N1 SIZED FLOOR IN THE COMPLETE WORK .SHALL BE GIVEN A
SECOND TROWEL I NCB FOR BURN I SHI NCB. TH1 8 SECOND TROWELING. SHALL ,RING THE .TROY EL.
ALL CONCRETE SLi)BS ARE TO ,BE GIVEN A L 1 GHT ' DROOM F I NI S11.
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THE DUST I NQ OF 11(EARI NG 6URiFACE WITH DRY MATERI ALG W 1 L ' NOT I E)E PERMITTED„
SURFACE FINISH
THIS FINISH APPLIES TO ALU'EXP08EO CONCRETE, BOTH EXTERIOR ,ANO INTERIOR, OF
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THE. BUILDING, INCLUDING ALL EXPOGED GRADE DEAMB l 11EAMy , COLUMNS, ETC. 1 AIAEO-
IATELY AFTER REMOVING FORMSF REMOVE AL1,'JOINT.MARKS� DEtLIES, Pftt7J[CTIQN1391
LOOSE MATIERI AL89 AND QUT AAOK ;ALL, -•METAL FROM TIES, AND POINT UP WELL ALL V91 08 f .e
Wt H OCMEhT MO All f II?t!.PI A IjUI), ENTIRE SUHFAf:E W T11 pAtliflORUNDVM 1'0 '?M 40T11 f 1
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