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DIVISION 1 - GENERAL REQUIRD(U?TS •
SECTION 1A GEt1ERAL PARAGRAPHS
1A.A GENERAL CONDITIONS: "The General Conditions of the Contract for Construe..
tion "; A.I.A. dociunent x201, latest edition, with the following Supplermental-
General Conditions shall constitute a part of the contract documents and will
govern any contract between 'Winn -Dixie and any Contractor for the construction
of any part of this project.
1A.2 CONTRACTOR'S INSURANCE:
A. Winn -Dixie Approval: The Contractor shall not commence work under
this contract until he has obtained all insurance required under this
section and this insurance has been approved by Winn- Dixie, nor shall the
contractor allow any subcontractor to commence work in his subcontract
until all similar insurance required of the subcontractor has been
obtained and approved by Winn- Dixie.
B. .Insurance: The Contractor shall not commence work under this
contract until he has furnished evidence of insurance, satisfactory to
Winn -Dixie Stores, Inc., as well as himself against all claims,
liability, damage and accidents.
The Contractor shall, at his expense, maintain such insurance in.full
force and effect during the life of this contract, including completion
and final acceptance of the work cancellation of such insurance shall not
be made without written notice from the insurer to Winn -Dixie Stores,
Inc., 30 days prior to said cancellation.
The minimum kinds and limits of insurance to be carried by; the
Contractor shall be as follows:
Workman's Compensation - to include all benefits applicable under the
Workmen's Compensation law for all employees of the Contractor and
. all subcontractors. Employers liability should also be included.
Comprehersirc General Liability, Aut.-x„ ,, ;; la, and .^•a•%)IM -t•y v YAi--g, --
single limit of �1,000,L30 per i,.:c_uirl:e,aue3, .:i'u,,sr i;odily•i_nju= 'or.., • '
property damage or combined. such insurance shall include
contractors Protective (Contingent Liability) and Contractural
Liability Endorsemefit.N C U "Shall beincluded.
BuHders Risk Coverage, `completed value form, shall be Included.
Performance and Payment Bond - in full amount of contract sum
furnished to "dinn -Dixie prior to signing of construction contract.
' C. Protection of Persons and Propertyn The Contractor shall be
responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the work.
The Contractor shall take all necessary precautions for the safety of
persons and property, and shall provide all necessary protection to
prevent damage, injury or loss. •
The Contractor shall assume the risk of loss or damage to his ' •
construction machinery, tools and/or equipment, and employees' tools and
effects, caused by fire, extended coverage perils, vandalism and
malicious mischief.
d. Indemnification: The Contractor agrees to indemnify and hold
harmless Winn -Dixie Stores, Inc., its subsidiary companies, and the
Property Owner from all claims, suits, losses or damage (including
damage to persons or property) arising from anything done by or
negligence of the Contractor or its subcontractors or the efficers,
agents or employees of *either while engaged in the performance of this
contract, or while in or about said building or premises, or arising from
accident or injun:y to any subcontractor or any officer, agent or employes
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, such idemnification not to
exceed 11,000,000.00, per occurance. •
1X.3 PERMITS AND -FEES: The contractor shall provide and pay for all construc-
tion permits, and shall pay any fees incidental to any inspections required by
law. •
1A.4 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 necessary arrangements for these services.
1A.5 SUPERVISION OF THE WORK: The Contractor shall provide a thoroughly
competent foreman or superintendent who shall be in charge of the work at all -
times during the construction.
1A.6 CONSTRUCTION CONTRACT: •
A. Schedule of values shall be prepared in conformance with requirements
of General Conditions and submitted to Winn -Dixie prior to signing
construction contract •
B. Construction Contract shall be prepared on AIA form A101 latest
edition. •
1A.7 PAYMENTS:
A. Period covered by Application for Payment shall be one calendar month
ending on the twenty -fifth day of the month.
B. Provided that the Application for Payment is received by Winn -Dixie
not later than.the first of the following month, Winn -Dixie will make
payment to the contractor not later than the fifteenth day of the same
• month.
C. If an Application of Payment is received by Winn -Dixie after
aplication date fixed above, payment shall be made by Winn -Dixie not
later than an equivalent amount of days after Winn -Dixie received the
Application for Payment. •
D. Winn -Dixie shall retain 10% of the amount of wach progress payment
until the final completion and acceptance of the work covered by this
contract. After final acceptance of the work,.Winn -Dixie shall continue
to retain 10% of the amount fo the contract, or shall retain the full
amount of the last of final payment fue to contractor, whichever is
greater in amount, until presentation by the Contractor of all affidavits
required by the Mechanic's Lien Law of the State and furnish to
Winn -Dixie a Certificate of Occupancy.
E. At Winn- Dixie's request the contractor shall furnish partial release
of lien affidavits for labor an/or material attached with payment request
for previous month.
IA.8 SCHMULES: The Contractor shall furnish Winn -Dixie with a schedule .
indicating the dates on which he will require the final decision or other
. instructions concerning materials or work subject to selection form
samples. The purpose of this Schedule is to permit some convenience to
Winn -Dixie in making these selections without unduly delaying the work.
1A.9 AS -BUILT DRAWINGS: During the progress of the work, the job superinten-
dents of pluIInbing, heating, ventilation, air conditioning and electrical subcon-
tractors shall record on the drawing (one complete set) any variations from*the
contract documents and this set shall be turned over to Winn -Dixie at the comple-
tion of the job.
1A.10 SANITARY PROVISIONS: The Contractor shall provide and maintain in a neat
and sanitary condition, such accommodations for the use of his employees as may
be necessary to comply with the regulations of the State Board of Health and any
sanitary regulations of the community in which the work is being performed. No
nuisance will be permitted.
I.A.li GENERAL NOTES:
A. Alterations to existing work being of such nature that all facets of
the work being impossible to detail and specify, it is therefore, the
responsibility of the Contractor to carefully examine the building and
completely familiarize himself with the existing conditions and correlate
these conditions with the scope of the proposed new work, in order that a •
complete, neat, and workmanlike completed job will be the end result, all
in full accordance with the intent of these drawings.
B. The Contractor shall verify all existing dimensions and dimensions
shown on the drawings before proceeding with the work.
C. The demolition of existing work shall be done as the work progresses.
All materials which cannot be reused and those not noted on the drawings
to be relocated shall be removed from the site. Removal of existing work
shall be done in a careful manner so as not to damage existing surfaces
and materials which are to remain. The demolition or removal of existing
portions and the erection of new work and applications of new finishes
must be scheduled with the store officials and executed with extreme care
in order to minimize inconvenience to the daily operation of the store.
THE STORE SHALL CONTINUE ITS NORMAL OPERATION AT ITS REGULARLY SCHEDULED
HOURS. The contractor shall take all safety precautions during all
phases of the work to protect from injury all store customers, store
personnel and Contractor's workmen.
..tee.
D. Any and all surfaces which are damaged during demolition and which
are intended to remain shall be repaired and refinished to match similar
and adjacent undamaged surfaces. 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
Winn -Dixie or the Property Owner.
E. All corridors, aisles, etc, shall at all times be kept free of
stacked new materials, all debris, and Contractor's equipment, in order
to maintain continuous, unobstructed pedestrian traffic.
F. All items removed, become the property of the contractor, unless
noted otherwise.
G. General contractor
all provide any and all items requested by local
Building Officials to obtain Certificate of Occupancy (C.O.) before final
payment.
1A.12 WINN- DIXIE'S EQUIPKMr:
A. Refrigerated display cases, coolers and freezers - furnished and
installed by Winn - Dixie; connected ready for use by Contractor.
B. Machine room racks - refrigeration machines installed on racks
(furnished and installed by Winn-Dixie). Electrical connections complete
and ready'for use by the wired from this point by Contractor. The
electrical work on rack in pre -wired to a control panel which must be
wiredffrom this point by Contractor. 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 equipment furnished
and installed by Winn- Dixie. See plans for items requiring electrical
connections by contractor. •
D. Wall lettering - furnished and installed by Winn - Dixie.
E. Winn -Dixie sign letters - furnished and erected b'y Winn�Dixie.-
Connected by Electrical Contractor.
F. Safe - furnished by Winn- Dixie; set -in -place by Contractor.
G. Refrigeration tubing - Winn -Dixie will furnish and connect all tubing
to display cases, machine room racks, coolers, freezers, and heat reclaim
coil.
H. Refrigerated display oases, coolers and freezers - Electrical and
Plumbing Contractors shall make connections for complete installation
ready for operation.
I. See drawings for additional qualifications and clarifications.
1A.12 BIDS: Winn -Dixie or the Property Owner reserves the right to reject any
and all bids without penalty or prejudice. They may also accept the bid they
desire for the performance of the work.
DIVISION 2 - SITE WORK
SECTION 2A CLEARING, GRADING EXCAVATION AND BACRFILLING
2A.1 GENERAL; The contractor shall visit the site and shall determine for
himself the existing conditions which affect the work. He shall also determine
• • for himself the. availability of any suitable earth required and the quantities of
such fill needed. The work included in this section is clearing, excavating,
filling, compaction, grading and testing necessary to complete to work shown on
the drawings.
2A.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 opera-
tions shall be filled and compacted. The contractor shall relocated any existing
utility poles, meters,- valves, etc., as required to complete the proposed addi-
tion and alteration.
2X.3 EXCAVATING AM BACKFILLING: The excavations shall be to the depths and
dimensions indicated on the plans. Cut the sides and bottom of footing excava-
tions clean; if stable, they may be used for placing the concrete without forms.
All footing shall bear on firm undisturbed 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 on contract
price. If there is evidence that unsuitable soil extends below this, Winn -Dixie
shall be notified. .
Excavated material from the site may be used as a fill if done to meet proposed
grades. Fill shall be distributed in layers to a depth suitable far the compac-
tion technique used. Where possible, tamping, shall be done by mechanical means.
2A,4 COKBACTION.TESTS: After all fill under floors has been placed and fully
compacted, the Contractor shall have an independent testing laboratory make a
density test for compaction of soil by the modified Proctor Test (ASTM Designa-
tion D1557,.Method "A "). The Proctor Curve shall show a density of not less than
95X -under the floor slab, if less than 95% is shown, additional compaction-will
be required until the density equals 95% or greater. All costs shall be borne by
the Contractor.
2A.5 DEWATERING: Removing all water from excavations before placing concrete
therein and maintain the excavations free of water until concrete is placed.
Provide dewatering equipment as necessary.
SECTION 2B SOIL POISONING: Pretreatment shall be provided for termites in
accordance with the recommendations by the State Board of Health. A certificate
stating that the building has been treated and guaranteeing against termite
infestation for a period of one year shall be furnished.
Poisoning shall be done by the use of Dieldrin at a normal rate of one pound
technical material per 300 square feet of soil, applied in not less than 50
gallons of water. All breaks in slabs, such as expansion joints, wherever pipes,
conduits, etc., extent through slab, shall have material applied at double the
normal rate.
SECTION 2C ROADS AND WALKS: Contractor shall be responsible for repairing any
damage to existing paving or walks which is incurred during construction of the
addition and alterations. Quality, thickness, and appearance of new work shall
match existing.
SECTION 2D PAVING AND STRIPING: Refer to the drawings for work required.
SECTION 2E BASCART CORRALS AND HWICAP SIGNS.
A. Install Bascart corrals as indicated on the drawings.
B, Install Handicap signs as indicated on the drawings. If drawings
do not indicate Handicap signs two shall be installed at locations
directed by Winn - Dixie. The striping shall be painted Traffic Blue.
DIVISION 3 - CONCRETE .
SECTION 31 STRUCTURAL CONCRETE
3A.1 L: Furnish all labor, materials and equipment necessary to complete
all concrete POURED -IN -PLACE as indicated on the drawings and as specified
herein.
3A.2 COORDINATION WITH O'T'HER TRADES: Cooperate with other trades to' coordinate
all openings and placement of embedded items which are required to be furnished
and/or placed under those sections of the specifications pertaining to those
applicable trades.
3A•3 REFERENCE STANDARD: Unless otherwise noted on the drawings or specified
herein, all concrete work shall be performed in accordance with all applicable
requirements of ACI 301 "Specifications for Structural Concrete for Buildings ",
latest editiaa. One copy shall be kept at the job site at all times. ACI shall
be supplemented as follows: .
A. Shop Drawings: Only shop drawings for the fabrication and placing
of reinforcing steel for structural columns, beams and slabs will be
required. •
B. Strength: Refer to the notes on the drawings for 28 -day compressive
strength requirements.
C. Reinforcing Steel: Comply with the requirements of ASTM A615.
Provide grade 40 to 60.
D. Welded Wire Fabric shall conform to ASTM A185.
E. Construction Joints: See drawings.
F. Ready -Nixed Concrete: All concrete for this project shall be •
ready -mixed concrete in accordance with ASTM C94, except for small
miscellaneous amounts mixed in procedure and proportions to obtai -n same
consistency as ready -mixed concrete.
G. Testing: Concrete testing for this project shall be paid for by the
Contractor, and shall consist of compressive tests made by the
laboratory in accordance with ASTM C39. Secure samples for test
cylinders in accordance with ASTM C31. Slump tests shall be made in
accordance with ASTM C143.
.,
H. Class A tolerance (1 /8" in 10') on floor slabs.
3A.4 CONCRETE FORM WORK: I •
• A. Work Included: Provide formwork in accordance with the provisions
of this section for all cast -in -place concrete shown on the drawings or
required by other sections of these specifications.
B. Design of Formmmwork i e Contractor's responsibility.
C. Standards: Comply faith all pertinent provisions of ACI 347, latest
edition.
D. Construct formwork for exposed concrete surfaces with smooth faced
undamaged plywood or other panel type materials acceptance to Winn-Dixie
to provide continuous, straight, smooth as -cast surfaces. Furnish in
largest practicable sizes to aunimize number of joints.
E. Provide factory - fabricated, adjustable- length, removable or snapoff
metal form ties, designed to prevent form demliition and to prevent
spalling concrete surfaces upon removal.
F. Forms Coating: Provide commercial formulation form - coating
compounds that will not bond with, stain, nor adversely affect concrete
surfaces requiring bond or adhesion, nor impeded the wetting of surfaces
to be cured with water or curing compound.
G. Side forms of footings may be omitted and concrete placed directly
against excavation only when requested by the contractor and accepted by
Winn - Dixie. When omission of forms is accepted, provide additional
concrete one inch on each side of the minimum design profiles and
dimensions shown.
H. Clean and repair surfaces of forms to be reused in the work. Split,
frayed, delaminated or otherwise damaged formfacing material will not be
acceptable. Apply new form coating compound material to concrete
contact surfacer, as z,-_c _;_f_;-_d for new fon work. Vhen forms are reused
• fOr su- ;::+y "•`? _0_-_0t3 pl :-c::;:,nt, t orcuenly clean Burfaces, remove `
fens and laitance, and tighten forms to close all joints. 4lign and
secure joints to avoid offsets.
3A.5 LEVELNESS OF FLOOR SLAB:
A. Particular care should be taken to pour and finish a LEVEL floor
slab for purpose of obtaining proper aligned and plumb merchandise
fixtures in place.
B. The concrete floor slab shall be an ACI standard finishes with class
A tolerances.
C. A slab shall be considered as not level if it is 118" or more out in
101. As determined by a 10' straight edge placed anywhere on the slab
in any direction.
D. Ming -Dixie representative shall decide if floor slab is not level
for*the -ir operation. If he decided the floor slab is not
acceptable, the slab shall be removed and replaced at no additional
cost to Winn -Dixie or Landlord.
SECTION 3B CONCRETE FINISHES FOR FLOORS, WALKS AND RAMPS
3B.1 GENERAL: Furnish and apply Plexgard as manufactured by Lambert Corp., 20
North Coburn Avenue, Orlando, Florida 32805, Tel. (305- 841- 2940), to concrete
sidewalk full width of the Winn -Dixie Store, and ramps. Color to be Irish Green,
or as approved by Winn- Dixie.
3B.2 APPLICATION: •
38.2.1 To insure proper adhesion and maximum durability, the surface imist be
thoroughly cleaned of all dust, dirt, grease, oil, wax and loose paint.
3B.2.2 New Concrete Surfaces: Plexgard may be applied shortly after the
. concrete surface has received the final finish and is still damp. A
light broom finish is required to insure adhesion and slip - resistance.
3B.2.3 Old Concrete surfaces should be etched with a storing solution of
muriatic acid.
38.2.4 Plexgard shall be applied in accordance with manufacturer's printed
specifications.
SECTION 3C CONCRETE HARDENER (FOR INTERIOR EXPOSED FLOORS ONLY)
3C.1 GENERAL: Furnish and apply concrete hardener "Solidus" by Lambert Corp.
or "Lapidolith" by Sonneborn BuilLding Products; to interior backroom floors which
are to remain exposed. • .
3C.2 APPLICATION: Apply hardener in three (3) coats in strict accordance with
manufacturer's printed specifications. The floor slabs must be cured a minimum
of 10 days prior to application,
DIVISION 4 - MASOHItY
SECTION 4A CONCRETE IINITS
4x.1 GE2AL: Furnish all labor, materials and equipment necessary to con-
struct all masonry work indicated on the drawings, as specified herein.
4A.2 PRODUCTS: •
4A.2.1 Concrete Masonry Units shall be of matching 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 wound be
noticeable and objectionable in wall surfaces.
4A.2.2 Types of Units: Hollow regular concrete masonry and split face units
shall conform to "Standard Specifications for Hollow Load- Bearing
concrete Masonry Units" (ASTM Designation: C -90) except as modified
herein. Non - bearing units shall conformm to ASTM Designation C -129.
4A.2.3 Linear shrinkage potential of concrete masonry units. Units shall be
delivered to job site in an air -dry condition and the maximum linear
shrinkage potential shall be .045, determined by ASTM 426.
4A.2.4 MORTAR: Shall conform to the "Tentative Specifications for mortar for
Unit Masonry" (AST: C -270).
a. Mortar Type: Required by local building code, but equal to or
exceeding the fni I nvi„a+ .
. 1. Type M or S for all below grade masonry, bearing walls, and exterior
walls.
2. Type S for all non - bearing walls.
b. Mortar Color: Shall match mortar color of existing construction.
4A.2.5 JOINT REINFORCEKEN•P: Shall be fabricated from cold drawn steel wire
conforming to ASTM A82. Reinforcement shall consist of two No. 9 gauge
• deformed longitudinal wires welded at 16 inch intervals to No. 9 gauge
cross wires width of reinforcement shall be as required for the width of
the wall. Reinforcing shall be placed in all masonry walls at 24" o.c.
vertically. •
4A.3 EXECUTION: .
4A.3.1 Handling and storage of Materials : Handle all masonry units carefully,
. avoid damage by chipping, breakage or soiling.
4x.3.2 'WORKMANSHIP:
A. All masonry walls shall be true and plumb. Where no bond or pattern
is indicated, the wall shall be laid in straight uniform courses
accurately spaced and with course breaking joints with the course next
below. All workmanship shall be of the highest grade.
. B. Concrete masonry units shall never be wetted prior to laying the
structure.
4A.3.3 MORTAR:
A. Machine mix all mortar thoroughly in a mixer designed of this
purpose. Keep mortar mixed an tempered on the boards, so it will at all
times contain as much water as it is able to carry.
B. Time Limit: All mortar shall be used and placed in final position
within 2 -1/2 hours after mixing when air temperature is 80 degrees F., or
higher, and within 3 -1/2 hours when air temperature is less than 80
degrees F..
41.3.4 MORTAR JOINTS:
A. Standard thickness of mortar joints for both horizontal and vertical
joints shall be 3/811. Vertical joints shall be filled to full face -shell
thickness and shall be shoved tight. Coursing shall align with existing.
B. Concrete iriit masonry exposed to view shall have joints cut flush
with wall surfaces. When partially set, compress and compact with a
convex shaped tool designed for this purpose.
C. Concrete unit masonry not o3qplosed to view shall have joints cut flush
with wall surface.
4x.3.5 PROTECTIGN:
5C.1 GENERAL
A. Do not erect masonry when the temperature is 35 degrees F., or beIow,
or when the temperature is 40 degrees F., falling.
SC.1.1 Scope:
Furnish and install all miscellaneous metal items indicated on
and
the drawings and as specified herein. Refer to the drawings for items
B. Properly protect the surfaces of masonry not being worked on. Cover
required, sizes, quality and locations.
the top of construction with a strong waterproof membrane well secured in
place to prevent rain from entering the cores of the units.
A. In
general, miscellaneous metal items include the follow: •
4A.3.6 CLEANING:
•
1.
Miscellaneous steel items embedded in concrete or masonry.
A. Perform work in a clean manner. Remove droppings and excess
2.
Loose angle lintels.
materials each day.
3.
Angle frames and equipment supports.
4.
Storm shutters.
B. At completion, clean exposed masonry thoroughly from top down.
5.
Machine room hoist beam.
Methods and materials used to clean surfaces shall be approved standard
6.
Steel ladders.
practice.
7.
Roof scuttle. - ••
.
8.
Hardware cloth.
C. At completion of work, make certain holes in joints are completely
9.
Burglar bars•
filled with mortar, pointed and tooled properly. Defective materials
10.
Stair and mezzanine pipe railings, OSHA approved, and protective
shall be removed and replaced. Leave all masonry surfaces clean and free
railings at base of walls.
of loose mortar.
11.
Steel stairs. '
12.
Truck bumpers and protective bumpers in sales area.
DIVISION 5 - METALS
13.
Locking bar.
•
14.
Conveyor rack.' •
SECTION SA STRUCTURAL STEEL 15. Bench and table frame.
16. Cart corral. •
5A.1 GENERAL: 17. Metal canopies.
18. Condenser supports. •
SCOPE: 19. Any other miscellaneough metal items shown on drawings.
20. Burglar bars.
A. Furnish and erect all STRUCTURAL STEEL indicated on the drawings and 21. Machine room wall louvers.
as specified herein.
5C.1.2 Shop Drawings: submit for approval shop drawings of all items requiring
B. Furnish all necessary anchor bolts, bearing plates, inserts, fabrication. Do not fabricate until shop drawings have been approved.
connection material, and /or other accessories, necessary and incidental
to completely erect all structural steel. 5C.1.3 Quality: Fabrication and erection of the material contained within this
. 3action shall conform to the applicable requir,-me tn•�f the ATCr;
i:, !: -i:. 'A, iui, acquire setting In concrete, ur auract,ment to materials Spocifii aLlons for the Design, Fabrication and Erection of Structural
of other trades, shall be furnished to the General contractor for his Steel for Buildings.
placing or proper handling. The fabricator's shop drawings shall include SC.1.4 A. Hardware Cloth: Hardware cloth for mesh partitions shall be i6
accurately dimensioned plans for placement of these items to properly
receive the steel. gauge, 1/4" mesh, galvanized.
D. Materials and items necessary . Metal Canopies:
ary and incidental to hanging and/or
supporting architectural, mechanical, and /or electrical components of the 1. 12' x 19' unless otherwise indicated on the drawings.
building are included under their respective sections of those
specifications. 2. Located over grocery and produce unloading doors and other
. locations as indicated on the drawings. t
5x.1.2 Standards: All structural steel framing shall conform to the American
Institute of Steel Construction specifications for the Design, 3. Similar and equal to "Custom Suspended Canopies: for grocery and ____
nd _
Fabrication and Erection of Structural Steel for Buildings, latest produce doors and "Stock Entrance Canopies" for other locations
revision. • as manufactured by E. L. Burns Co., I Shereveport, LA..
5x.1.3 Shop Drawings: Complete fabrication shop. drawings and erection plans 4. Mount 14' - 8' from finish O
shall be submitted to the Architect for approval prior to fabrication. grade for canopies over grocery and U)
Shop drawings must Preece doors. Other locations 1 - 0 over door head.
carry the stamp of the Contractor showing they have
been checked by him prior to submittal to the Architect. C. Burglar Bars: Use #4 at 6" o.c.b.w. burglar bars at all opening f-
5A.1.4 Welding: larger than 8 ". ,a. in
Q O
A. Both shop and field welds shall be made only by welders and welding SECTION 5D METAL ROOF DECK shall be 22
gauge,
operators qualified by the American Welding Society, to perform the type • galvanized steel. Deck shall be manufactured pand installed ein� M
of work required by these specifications and the structural drawings. accordance with the Steel Deck Institute Specifications. Q
B. Valid certificates for each weld' po Q
ins operator shall be available u n SECTION 5E STORM SHUTTERS: cc
request. O
5:01 Shall be installed over all glass locations of projects located in ;
SA.1.5 Field Measurements: Take all measurements in field as required to verify Florida and other projects that are within 50 miles of coast on Atlantic ^ LL
or supplement dimensions shown on drawings and assume responsibility for Ocean and Gulf of Mexico including bays and sounds. J
fit of all work. J
5 :02 Shall be .050 aluminum or 24 gauge galvanized steel, minimum, and
5x.2 PRODUCTS complete with top channel and sill fastening system. Z
SA.2.1 Materials Source: All materials shall be new, clean and free from scale 5:03 The panels shall be numbered for ease of installation and the W
or rust. supplier is obligated to instruct the location manager, at the Ida Y
job site, the method of installation. This shall be done within . Gl� Q
5x.2.2 Structural Steel: Shall conform to :.STM A36. 4 weeks from store opening date. -J
. to
F--
5:1.2.3 Bolts shall conform to ASTli x325. 5:04 Panels, frame, track, etc. shall be designed to withstand 120 mph (c
wind minimum. Color of materials shall be dark bronze. I a D 0
5:05 Products as manufactured by: .0
A. Unless otherwise specified below, clean all structural steel work of p
rust, loose mill scale, weld splatter, and other foreign matter, and give a. Broward Hurricane Panel Co., Fort Lauderdale, FL (305- 974 - 3300•.) Z one (1) coat of rust inhibitive paint worked well into all joints. Q 0 0
Cleaning shall be done with steel bristle brushes, either hand or* b: Hurst Awning Company, Inc., Miami, FL (305- 635 - 0900).
electric powered rotary type. W.
• 5:06 All materials shall conform to the* most stringent of the local code C9
B. Do not paint steel members, or portions thereof, to be encased in or what is specified herein. The materials to be installed in o
concrete. strict conformance with manufacturer's W
' printed instructions. 0
Z to
5:07 The void area adjoining the ladies toilet shall be used for storage 2 0
of the shutters when used. Install a 3' -0" x 6' -8" x 1318" wc�d
5x.3 EXECUTION: flush door and trim to this area and cover inside of studs with W
plywoo.
5x.3.1 Erection: Erect structural steel in accordance with current requirements d 0 iU
of the American Institute of steel construction and approved shop �
temporary bracing required for proper alignment 5:08.1 If storm shutters are exist
drawings, Provide all t g ins additional r material shall be added to
and stability during erection, and as long thereafter as required for
and with the above specification and to completely cover all glass. 0-
safety. The new shutters shall match the existing shutters. C0
SECTION 5B OPEN WEB STEEL JOISTS 5:08.2 The existing shutters shall be reworked to cover the glass.
Replace existing shutters with new shutters if they can not be reworked.
513.1 GENERAL DIVISION 6 - CARPENTRY ,„
5B.1.1 "I
SECTION SECTION 6A ROUGH CARPENTRY
I W11
A. Furnish and erect all steel joists indicated on the drawings and as
ENERAL
specified herein. 6A.1 G
I`_ ,
B. Furnish all necessary anchor bolts, bearing plates, and/or other 6x.1.1 Scope: Furnish and install all rough carpentry indicated or required, as I,�
accessories, necessary and incidental to completely erect all steel specified herein `
joists. C. Items which require setting in concrete, or attachment to < �, 4 L
materials of other trades, shall be furnished to the General Contractor 6A.1.2 Storage: Store all materials off the ground and under cover. 8i
for his placing or proper handling. The fabricator's shop drawings 6x.1.3 Industry Standards: I- ..
shall include accurately dimensioned plans for placement of these
items to properly receive the steel joists. .
A. Grading of Lumber: American Lumber Standards Committee, Simplified i K�, *,,. IQ �4
Practice Recommendation R. N
D. Materials and items necessary and incidental to hanging and/or � ,y
�..�., .. �, e.. • �. ..._`.,,- '.. �.,...�....,e„T. ",- T,,. n. �a or Plywood; II. 3. Product Standard PS 1 -66.
buildiing are included under their respective sections of these ding Yw
specifications.
6A.2 PROD IICT3 +r �
SB.1.2 Standards: All design, fabrication and erection of steel foists shall {`1 {�7 I
_
conform to the latest standard specifications and Load Tables for Open bA.2.1 General Requirements: All lumber and plywood shall bear grade and •
Web Steel Joists as adopted by the AISC and steel Joist Institute. trademarks and mill identification. All framing lumber shall be seasoned
to moisture content of not more than 19%, or 15% for lumber to be
SB.1.3 Shop Drawings: Submit complete fabrication shop drawings and erection Painted.
plans to the Architect for approval prior to fabrication. Shop drawings 6A.2.2 "Pressure Treated" Lumber. �� " DRAWING TITLE
must carry the stamp of the Contractor showing they have been checked by All lumber specified or noted P.T. shall be
him prior to submittal to the Architect. pressure treated with Osmosalts, Osmose K -33, Wolmansalts or Celcure. C /c - E 6A.2.3 Curbs, Sleepers, Nailers and Furring: Yellow pine, 1200 f, "pressure C J
5B.1,4 Field Measurements: Take all measurements in field as required to verify treated" shall be used when in contact with masonry
or supplement dimensions shown on drawings, and assume responsibility for my or concrete.
• fit of all work.
6x.2.4 Framing Lumber: '
5B.2 PRODUCTS • . •
pine, fir, cedar or spruce.
5B.2.1 Steel Joust Bridging and Miscellaneous Steel: B. -
Framing lumber in contact with concrete slabs, concrete or --maso y -� = - -`
A. All materials shall be new, clean, free from scale or rust, and of surfaces shall be "pressure treated ". - �`:- -- -4 .
domestic source. They shall be able to meet the requirements as set µ, ~ -
',. - _ • •, "_ DAT�P//7,40
forth by the Steel Joist Institute.
6x.2.5 Fastenings: Furnish all anchors, bolts, nails, sere' "' * i�gce � �; "-•` `
required for the anchoring of all carpentry. '' '¢ ' - -, , e
B. Provide certificate stating that the joists are manufactured by a • =1' '. ' DRAWN BY.
member of the Steel Joist Institute and conform to all requirements of 6A.3 EXECUTION •.-' ''j.• _
I ' 1.''
its specifications. ,.:., • • ,_ CHECKEO BY:
6x.3.1 Install all rough carpentry ;
ugh arp try in strict accordance'w'aith det�,jG�,s._ -oryas ,:�....
SB.2.2 Shop Cast Paintings: required by the drawings. -• - " 'Y._ .- DIVISION
• . • = j�f /b�/�1/
A. Following fabrication and prior to leaving the shop, thoroughly clean 6x.3.2 Install all framing closely fitted and accurately set_;.._Reinforce•ail W,1••'
all steel work of rust, loose mill scale, weld splctter, and other openings with headers. Bridge as shown or required. ,___w- - - -.✓ �....- LOCATION NO
foreign mattF}r, and give one { 1) coat of rust inhibitive paint worked _ - =-: -"'-"
well into all joints. Cleaning shall be done with steel bristle brushes, 6x.3.3 Rigidly bolt all gravel stop nailers to concrete:-- _ '-� 1 w•O. 6llIDE PLAN
either hand or electric powered rotary type.
6A.3.4 Secure all furring with fasteners to provide a secure installation.
5B.3 EXECUTION
6x.3.5 Joist:,: As noted on the drawings. Continuous length bearing to bearing.
5B.3.1 Steel Joists: Joists shall be welded to supports as shown on structural
drawings in accordance with the approved ;:hop drawings. 6x.3.6 Plates: All plates shall be same size as studs; single at bottom and
double plate at top for cut plater, use strap irons across the cut. PROJECT N0.
58.3.2 Bridging shall be installed as Erection of joists progresses.
wD 126:611" 5B.3.3 Where--it is necessary to frame an opening, provide stancard angle or
channel headers.
r v ''-
5B.3.4 Ends of joists shall be extended where indicated on plans. Extensions r .-`'t4
shall be as required to carry the load. ; L� . P"',+ • %,- DRAWING NO.
58.3.5 P1i joists shall be fastened in place and bridging installed prior to . __ � e' I J
F . oR-
receiving .any construction loads. .�, ' I -. Ll
.. ' �' SHEET N0.
SECTION 5C MISCELLANEOUS METAL •''• y��• -r OF
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• ;= ,
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