HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (43)31700 GRAPE STREET 2077 12/30
WAL -MART
j SECTION 05210
j WM: 041293
STE -L JOISTS
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Open web steel joists, with end hangers for panelized construction, angles and anchors.
2. Side wall anchors.
2. Joist girders.
3. Bridging.
5. Wood nailers on joists and joist girders.
C. Related Sections:
j 1. Section 01010 - Summary of Work: General procedures related to Wal -Mart furnished products
2. Section 03300 - Cast In Place Concrete: Grouting base plates and bearing plates.
3. Section 05120 - Structural Steel:
a. Support plates and angles with anchor studs, expansion bolts, or epoxy bolts, which are
t embedded in or cast Into concrete or masonry for supporting steel joists and joist girders.
b. Frames for rooftop HVAC units and roof openings larger than 18 inrhes.
4. Section 06125 - Wood Decking:
5. Section 06181 - Glue Laminated Structural Units:
1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A307 - Carbon Steel Threaded Standard Fasteners.
1 2. AS rM A325 - High Strength Bolts for Structural Stael Joints.
B . American Welding Society (AWS):
1. AWS D1.1 - Structural Welding Code.
C. Federal Specification (FS):
1. FS TT -P -636 - Primer Coating, Alkyd, Wood and Ferrous Metals.
D. Steel Jois! Institute (SJI):
1. SJI - Standard Specifications for Open Web Steel Joists H- Series, and Standard Specifications
for Open Wab Steel Joists K- Series, and Standard Specifications for Longspan Steel Joists
LH- Series and Deep Longspan Swel Joists DLH- Series.
2. SJI - Standard Specifications for Joist Girders.
E. National Forest Products Association (NFPA):
1. NFPA - National Design Specification for Wood Construction.
1.03 S, 3MITTALS
A. Shop Drawings:
1. Wal -Mart's steel joist supplier will prepare shop drawings and forward to Architec. s Structural
Consultant under provisions of Section 01300.
2. Shop Drawings will indicate:
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a. Standard designations, configuration, sizes, spacing, and locations of joints and joist
girders.
b. Joist and joist girder Coding.
a Bridging, connections, attachments, cambers and size of wood nailers.
3. Shop drawings will be preppared under the direction of a Professional Structural Engineer
iregistered in State in whic h the Project is located.
1.04 QUALITY ASSURANCE
A Ouallications:
r + Welder: Welding operators who have been previously qualified to perform type of work
required.
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3.02 FIELD QUALITY CONTROL k CONTRACTOR'S SHOP DRAWING REVIEW
C. Testing and Inspection.
1. Testing and Inspection will be performed under provisions of Section 01410. Project Name: Project Number:
2. Following tests and Inspections may be made at Wal -Mart's option:
a. Test adequacy of welds by ultrasonic inspection.
3. Inspect and test erection of joists and joist girders, and their connections to steel members. I Steel joists and joist girders will no, be released for tabrication without receipt of this document from the Contractor.
The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings and other
END OF SECTION submittals until the respective submittal has been reviewed by the Architect /Engineer and approved by the
fContractor.
By signing below as approved, the Contractor hereby certifies that the he has reviewed the submittal in accordance
f with Document 00800 and Section 01300 of the Project Manual and has checked and coordinated the information
contained therein with related work and has reported any errors, inconsistencies, or omissions to the Owner and the
t Architect/Engineer.
The Architect /Engineer's review of these submittals shall neither relieve the Contractor or the steel foist supplier from
the responsibility to comply with the requirements of the Contract Documents nor approve any work not complying
therewith. Shop drawings and submittals are not Contract Documents and do not modify Contract Documents. The
l ( Contractor and the supplier shall be responsible for the accuracy of measurements, elevations, line and grades of the
Work.
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SUBMITTAL:
1. Steel Joists and Joist Girder shop drawings from Vulcraft dated -_
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check the appropriate submittal and fill in date on drawings)
Approved / no exceptions taken Revise and resubmit
Approved / comments attached Rejected
If comments are required, attach a separate sheet.
Approved by Contractor:
Firm Name: i
Signed by: Date:
Rehm one oopy to Qw Owner, one copy to the ArdvW and one ropy to Vulcraft
Wal -Mart Construction Depament
Mitchell Building Vulcraft (Norfolk)
701 South Walton Boulevard PHONE (501)273.4217 P.O. Box 59 PHONE (402)6446500
Bantorrvile, Arkansas 72716 FAX (501)2736503 Norfolk Nebraska 687 ^1 FAX (402)644.8528
Architect of Record Vulcrah (Brigham City)
PHONE P.O. 1400 S.Boston-Suib300 (9162.8771 Box 637 PHONE (801)734."m
Tulsa, Oklahoma 74119 FAX (918),5873594 Brigham City, Utah 94302 FAX (801)723.5423
Vuloaft (GrapelandI Vukratt (Florence)
P.O. Box 186 PHONE(409 87 -4665 P.O. Box F -2 PHONE (903)662-0381
Grapeland, Texas 75844 FAX (409)6971290 Florence, SC 29501 FAX (803)665.6732
Vulorefft (St. Joe) Vukraft (Fort Payne)
P.O. Box 1000 PHONE (219337.5411 P.O. Box 169 PHONE (205)845.2460
St Joe, Irian 46785 FAX Fort Payne. AL 35967 FAX210)337.5331 (205)845.2823
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2. Provide elevations of all masonry walls showing reinforcing size, quantity and spacing, location,
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3.06 LINTELSlengthandgradeofsteel. Reinforcing shall include but is not limited to vertical and horizontal 3.02 COURSINGwallreinforcement, dowels, bond beam reinforcement, embedded steel items and anchor bolts.
Shop drawings shall include top of bearing plate elevations, and elevations to the centerlines of A. Install loose steel lintels as scheduled.
embedded plate, anchor bolts, and all control joint locations. A. Place masonry to lines and levels indicated.
B. Install reinforced unit masonry lintels over openings where steel or precast concrete lintels are not
C. Submit Testing Pnd Inspection Reports. B. Maintain mason courses to uniform width. Make vertical and horizontal equal and of uniformmasonryI4 scheduled. Construct lintels using grout fill and reinforcing. Maintain minimum 8 inch bearing on eachthickness. side of opening, unless noted otherwise on drawings.
1.04 QUALITY ASSURANCE C. Lay concrete masonry units in running bond unless otherwise noted. Course one block unit and one C. Use reinforcing bars of one piece lengths only.
A. Masonry shall be constructed in accordance with UBC and UBC Standards. mortar joint to equal 8 inches. Tool all joints concave. Use tool with large enough radius that joint is
not excessively raked free of mortar. D. Place and consolidate grout fill without disturbing reinforcing. Allow lintels to reach strength before
B. Mock -up: Construct 6x6 foot panel on site, complete with reinforcing and minimum of one expansion 3.03
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PLACING AND BONDING
ren.oving temporary supports.
joint and one outside corner.
1. Panel shall illustrate pint treatment and mortar color. A. Lay solid concrete masonry units with completely filled bed and head joints; butter ends with sufficient
f E. For soaps covering steel lintels, provide 9 gage zee-ties at each vertical joint. Weld zee -ties to web
of steel lintel. 2. Receive acceptance of mock -up by Wal -Mart Construction Manager before proceeding with
masonry installation.
mortar to fill head joints and shove into place. Do not slush head joints. Remove excess mortar. G
3. Leave field sample in place until completion of project. Accepted mock -up will be used as
standard of quality for masonry work.
B . For hollow concrete masonry units, all head and bed joints shall be filled solidly with mortar for a
3.07 CONTROL JOINTS
distance in from the face of the unit not less than the thickness of the shell. Bed webs in mortar in A. Do not continue bond beam reinforcing or joint reinforcing across control joints.
C. Where bric is indicated, coordinate construction of mock -up with Section 04210. starting course on footings and foundation walls and in all courses of piers, columns and pilasters, and
where adjacent to cells or cavities to be reinforced or filled with concrete or grout. For starting B. Install preformed control joint filler at locations indicated on Drawinggs. Use proper size material to
D. Regulatory Requirements: courses on footings where cells are not grouted, spread out full mortar bed, including areas under create sealant joint space. For backer rod and sealant refer to Section 07900.
1. Special inspection and testing will be Provided in accordance with the Building ode and as g
cells.
3.08 BUILT-IN WORKnotedontheContractDocumentsandwillbeperformedunderprovisionsofection01410. C. Fully bond intersections, and external and internal corners.
1.05 PROJECT CONDITIONS D. Do not shift or tap masonry units after mortar has taken initial set. Where adjustment must be made,
A. As work progresses, build in metal door frames, fabricated metal frames, window frames, anchor
bolts, diaphragm anchors, embedded plates, and other items to be built in the work supplied by
A. Environmental Requirements (Cold Weather Requirements): Follow cold weather procedures of remove mortar and replace. other Sections.
IMIAC - Recommended Practices and Specifications for Cold Weather Masonry Construction. Also ?,
include the following construction requirements for Cold Weather procedures. E. Perform jobs o cutting with proper tools to provide straight unshipped edges. Take care to prevent B. Build in items plumb and level.
1. When Air Temperature is above 40 degrees F:
a. Heating of Materials: Follow rwrmal masonry procedures.
Protection:
breaking masonry unit comers or edges.
1. Where required, finish masonry work to match adjacent surfaces.
2. For ,ire -rated walls, construct walls to finish against bottom of roof or floor deck and fill voids with
C. Bed anchors of metal door and glazed frames in mortar joints. Fill frame voids solid with grout. Fill
masonry cores with grout minimum 12 inches from framed openings. b. Cover walls with plastic or canvas at end of workday to prevent water entering
mason
2. When Air Temperature is below 40 degrees F:
firestopping.
3. For other than Lire rated walls, cut units to match the slope of the roof deck and finish construction D. Do not build in organic materials subject to deterioration.
a. Heating of Materials: Heat mixing water. Maintain mortar temperatures between 40 and ; to within 2 Inches of and parallel to roof deck.
120 degrees F until placed.
b. Protection: Cover walls and materials to prevent wetting and freezing. Covers shall be F. Isolate masonry partitions from vertical structural framing members with a control joint.
i 3.09 CUTTING AND FITTING
plastic or canvas. A. Cut and fit concrete masonry units for bearing plates, chases, pipes, conduit, sleeves, and grounds.
3. When Air Temperature is below 32 degrees F: 3.04 TOLERANCES t Cooperate with other Sections of work to providu correct size, shape, and location.
a. Heating of Materials: In addition to above heating requirements, heat the sand. Frozeny !
sand and frozen wet masonry units must be thawed. Maintain masonry above 32 degrees A. Construct masonry within the following tolerances: B . Obtain approval prior to cutting or fittingppp ' g g any area not indicated or where appearance or strength of
F, by using auxiliary heat or insulated blankets for 16 hours after laying masonry units. j 1. Alignment of Pilasters: Maximum 1/4 Inch from true line.
2. Variation from Plane of Wall: 1/4 inch in 10 feet; 3/8 inch in 20 fret; 1/2 inch maximum.
mason work may be impaired. masonry Y P
b. Protection: With wind velocities over 15 mph, provide windbreaks during the workday and
cover walls and materials at the end of the workday to prevent wetting and freezing. 3. Variation from Plumb: 1/4 inch per story non- cunwlative.
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I 3.10 CLEANING
4. When Air Temperature is below 20 degrees F 4. Variation from Level Coursing: 1/8 inch in 3 feet; 1/4 inch in 10 feet; 1/2 inch maximum.
a. Heating of Materials: In addition to above heating requirements, dry masonry units must ! 5. Variation of Joint Thickness: 1/8 inch in 3 feet. A. Remove excess mortar and smears.
be heated to degrees F. !
b. Protection: Provide enclosures and supply sufficient heat to maintain masonry enclosure B. Tolerances for the placement of reinforcing steel in walls and flexural elements shall be: B. Replace defective mortar. Match adjacent work.
above 32 degrees F. for 24 hours after laying masonry units. 1. ± 1/2 inch when the distance from the centerline of the steel to the opposite face of the masonry,
d ", is equal to 8 inches or less.
d" Inches less.
C. Clean soiled surfaces with a non acidic solution which will not harts masonry or adjacent materials.
B . Environmental Requirements (Hot Weather Requirements): When the ambient air temperature
exceeds 100 deg. F., or 90 deg. F. with wind velocity than 8 the following
2. ± 1 inch for equal to 24 or
3. ± 1 114 inch for "d" greater than inches.
Consult masonry manufacturer for acceptable cleaners.
a greater mph, precautions
shall be taken.
j D. Use non-metallic tools in cleaning operations.
a. Store masonry units out of direct sunlight. 3.05 REINFORCEMENT AND ANCHORAGES
b. Do not spread mortar beds more than 4 feet ahead of masonry.
c. Set masonry units within one minute of spreading mortar. A. Place vertical reinforcing bars supported and secured against displacement, by means of bar
3.11 PROTECTION
posltioners. All other bars shall be supported and tied to prevent displacement. A. Maintain protective boards at exposed external comers which may be damaged by ,. onstruction
activities.
B. Grout all cells full. Use low lift grout method of construction. Maximum height of grout lift shall be
dimension between bond beams or 5 feet, whichever is less. B. Provide protection without damaging completed work.
C. Consolidate grout pours exceeding 12 Inches In height by mechanical vibration and reconsolidate by j C. At day's end, cover unfinished walls to prevent moisture infiltration. Weight cover down to prevent
i mechanical vibration after initial water loss and settlement has occurred. blow -off and maintain protection for fresh masonry work. Cover shall extend from top of wall a
minimum of 2 f6-t down the wall on each side.
I D. Verify that ancorages embedded in masonry are properly placed.
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SECTION 05120 F. Primer: FS TT -P -636
3.12 FIELD QUALITY CONTROL WM: -UBC 12222
STRUCTURAL STEEL G. Teflon Coated Slide Bearing Pads:
A. Required testing will be performed in accordance with Section 01410. 1. Fiuorogold by Furon, Athens, TX.
PART 1 GENERAL
2. Dura -Slide by Tobi Engineering Elk Grove Village, IL.
3. Type GSA by Con -Serv, Inc., East Hanover, NJ. B. Sampling and testing of concrete masonry urns for strength only shall be in accordance with the
provisions of ASTM C140.
1. Strength of concrete masonry units will be considered satisfactory if the calculated test 1.01 SUMMARY 2.03 FABRICATION
compressive strength conforms to the requirements of UBC Standard No. 24 -4 for load bearing
units and UBC Standard No. 24 -6 for nonload - bearing units. A. Section Includes: A. Fabricate structural steel members in accordance with AISC Specification.
2. Laboratory representative shall immediately notHy Wal -Mart and Contractor of deviations from 1. Structural steel framing members, structural steel support members, struts, with required
Specifications. bracing, welds, and fasteners. B. Connections: Connections not detailed on Contract Documents shall be engineered by fabricator in
3. If, in the opinion of the labe-atory representative, deviation observed will be probable cause 2. Base plates and shear stud connectors. accordance with UBC Standard No. 2715 , subject to review.
for subsequent rejection of material, representative shall inform Wal -Mart and Contractor sic) that 3. Teflon coated slide bearing pads.
timely decision may be made as to whether or not to continue operations. C. Fabricator shall be responsible for errors of detailing, fabrications, and for correct fitting of structural
4. Subsequent to on -the -spot verbal notification, laboratory shall file written report of deficiencies B. Work Installed, but not Furnished under this Section: steel members.
or deviations noted, including summary of conversations and decisions made and actions taken. 1. Owner's structural steel supplier wil! furnish structural steel components as follows under 1. Do not splice structural steel members. Members having splice not shown on Contract
Written report shall be submitted to Wal -Mart, Contractor, the Building Official, and the Architect. provisions of Section 01010: Documents will be rejected.
a. Columns with anchor bolts and slide bearing pads.
C. Mortar and grout testing shall conform to the requirements of Section 04100. b. Vestibule framing angles and channels. 2.04 FINISH
C, Garden Center canopy col .mns, gutters, downspouts, and deck bearing angle with
C. Testing agency shall Inspect reinforcing for required size, quantity, placement, and lap splice length. connectors to store wall. A. Clean, prepare, and shop prime exposed structural steel members that are to receive finish
d. Roof framing other than joists, joist girders, and bridging. painting. Do not prime surfaces to be field welded or in contact with concrete.
E. Testing agency shall inspect grouting for proper procedures as specified. e. Mezzanine framing other than joists and bridging.
f. Fames for rooftop HVAC units, exhaust fans and roof openings larger than 10 Inches.
END OF SECTION g. Roof hatch frames. PART3 EXECUTION
h. Support plates and angles with anchor studs, sleeve anchors, expansion bolts, or
adhesive anchors, which are embedded in or cast into concrete or masonry for supporting 3.01 EXAMINATION
structural steel, steel joists, and steel deck.
I. TBO framing: PH tubes, columns, and channels. A. Examine areas and conditions under which structural steel work is to be installed.
HIM HIT rods, adhesive cartridges, and mixing tubes. i1 <
Anchor bolts required for Hems Included in this section. 3.02 SURVEY
i. Battery Storage and pump room deck bearing material.
m. RTU Screen wall framing members. A. Employ Professional Engineer registered in State in which Protect is boated, experienced in survey
2. Owner's structural steel supplier will provide setting drawings and directions for installation of work, to establish permanent bench marks as shown and as necessary for accurate erection of
anchor bolts and other anchorages furnished under this Section and installed under other structural steel. Check elevations of concrete and masonry bearing surfaces, and locations of anchor
Specification Sections. bolts and similar devices, before erection work proceeds, and report discrepancies to Wal -Mart. Do
3. Other steel components are specified in Section 05500. not proceed with erection until corrections have been made, or until compensating adjustments to
structural steel work have been agreed upon with Wal -Mart.
B . Work Furnished under this Section and Related Sections:
1. Contractor will provide the following structural steel components as follows: 3.03 ERECTION
a. Dock Leveler Angles.
b . Embedded Jamb and door head material. A. Erect structural steel in accordance with AISC Specification.
a Metal Deck at Garden Center, Battery Storage, and Pump Room.
d. Angle canopy frame over doors. B . Make provision for erection loads, and for sufficient temporary bracing to maintain structure safe,
e. Ladders, stairs, handrails, cart railings. plumb, and in true alignment until completion of erection and installation of permanent bracing.
I. Trench frames and grating.
gg Counter top supports. C. Do not field cut or alter structural members without approval of Wal -Mart Construction Manager.
h. Bulkhead framing angles, grille support angles.
I. Channel Jambs, heads. D. After erection, prime exposed welds, abrasions, and surfaces not shop primed that are to receive
J Snack Bar stub wall cok ins. finish painting, except surfaces to be in contact with concrete. Use a primer consistent with shop
k Rack protector angles. coat.
I. Gauge material.
m. Bollards. E. Anchor Bolts: Furnish anchor bolts and other connectors required for securing structural steel to
n. TBO pit catwalk grating. foundations and other in -place work. Furnish templates and other devices as necessary for presetting
bolts and other anchors to accurate locations.
C. Related Sections:
1. Section 01010 -Summary of Work: General procedures related to Ovvner furnished products.
Cast In Place in
F. Setting Bases and Bearing Plates: Clean concrete and masonry bearing surfaces of bond- reducing
materials and roughen to improve bond to surfaces. Clean bottom surfaces of base and bearing2. Section 03300 - Concrete: Anchorages cast concrete. Grouting base plates and
bearing plates.
3. Section 04220 - Concrete Unit Masonry: Anchorages embedded in masonry.
plates.
1. Set loose and attached base plates and bearing plates for structural members on steel wedges
4. Section 05500 - Metal Fabrications: Steel components not furnished by Owner's structural steel or other adjusting devices.
supplier. 2. Tighten anchor bolts after the supported members have been positioned and plumbed. Do
not remove wedges or shims, but it protruding, cut off flush with edge of base or bearing plate
prior to grouting.
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B. Steel joists and joist girders will conform to SJI Standard Specifications, Load Tables, and Weight
Tables.
PART PRODUCTS
2.01 MANUFACTURERS
A. Vulcraft.
B. Substitutions: Not permitted.
2.02 MATERIALS
A. Open Web Joist Members:
1. SJI Type K Open Web.
2, SJI Type H Open Web.
3. LH Longspan.
4. DLH Longspan.
S. Joist Girders.
B. Bridging: ASTM A36, ASTM A242, ASTM A441, A570 or A572.
C. Primer: FS TT -P -636, red oxide primer.
D. Wood Nailer: Douglas Fir or Southern Yellow Pine, N3 grade or better with dimensions as shown in
drawings. Nailer width shall extend beyond edge of joist chord. Attachment of Nailer shall be
designed by Vulcraft to transfer specified design forces.
2.03 ACCESSORIES
A. Furnish anchors and fasteners required for installation and attachment of joist, joist girders, and
bridging.
2.04 FABRICATION
A. Steel joists and joist girders will be fabricated in accordance with SJI Standard Specifications Including
headers and other supplementary framing. Top and bottom chord extensions will be provided
where indicated. Wood nailers are to be installed by Vulcraft.
B. Joists, joist girders, and accessories will be prepared and shop primed with one coat of primer.
PART 3 EXECUTION
3.01 ERECTION
A. Erect steel joists, joist girders, and bridging in accordance with approved shop drawings.
B . Bear 10:3t' and joist girders on supports in accordance with approved shop drawings. During
erecticr:, provide temporary bracing for joists and joist girders as required by Vulcraft.
C . Coordinate placement of anchorages in concrete and masonry construction for making connections to
joists and joist girders.
D. Connect joist se 11, to support after ai!gnment, and positioning of joists.
E. Do not 1,.46.1 cut or alter jo`: fs.
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SECTION 05400
WM: 042993
COLD FORMED METAL FRAMING
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Load and non -load bearing formed steel stud exterior and interior wall framing.
B. Related Sections:
1. Section 05120 - Structural Steel: Structural building framing.
2. Section 05210 - Steel Joists: Attachment to structural joist framing.
3. Section 05300 - Steel Deck: Attachment to roof deck.
4. Section 06100 - Rough Carpentry: Rough wood blocking.
5. Section 07210 - Building Insulation: Batt and blanket insulation within framing members.
6. Section 07240 - Exterior Insulation and Finish Systems: Sheathing substrate for EIFS.
7. Section 09260 - Gypsum Board Systems: Light weight non -load bearing steel stud framing.
8. Section 09511 -Acoustical Ceilings: Suspension system.
1.02 REFERENCES
A. AISI - American Iron and Steel Institute - Cold - Formed Steel Design Manual.
B. American Institute of Steel Construction (AISC):
1. AISC - Specification for the Design of Cold- Formed Steel Structural Members.
C. American Society for Testing and Materials (ASTM):
1. ASTM A123 - Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products.
2. ASTM A446 - Steel Sheet, Zinc - Coated (Galvanized) by Hot Dip Process, Physical (Structural)
Ouaidy.
3. ASTM A525 - Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process.
4. ASTM C955 - Load - Bearing (Transverse and Axial) Steel Studs, Runners (Track), and Bracing or
Bridging, for Screw Application of Gypsum Board and Metal Piaster Bases.
D. American Welding Society (AWS):
1. AWS D1.1 - Structural Welding Code.
2. AWS D1.3 - Light Steel Welding rode.
1.03 SYSTEM DESCRIPTION
A. Component Design: Compute structural properties of studs and joists in accordance with AISC
Specification for the Design of Cold- Formed Steel Structural Members.
B. Design system to provide for movement of components without damage, failure of joint seals, undue
stress on fasteners, or other detrimental effects when subject to seasonal or cyclic day /night
temperature ranges.
C. Design sysiem to accommodate construction tolerances, deflection of building structural members,
and clearances of intended openings.
1.04 SUBMITTALS
A. Submit under provisions of Section 01300.
B . Product Data: Submit manufacturer's installation instructions for securing studs to tracks and for other
framing connections. Provide manufacturer's descriptive literature on standard framing members,
materials and finish, product criteria, and limitations.
1.05 QUALITY ASSURANCE
A. Manufacturer: Company specializing in structural framing components with , .ire, years minimum
experience.
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C. Place studs as indicated on Drawings and not more than 2 inches from abutting walls and at each side
of openings. Connect studs to tracks using clips and ties, screws, or welding.
D. Construct corners using minimum three studs. Double studs at door, window jambs, and wall
openings.
E. Erect load bearing studs one piece full length. Splicing of studs is not permitted.
F. Erect load bearing studs, brace, and reinforce to develop full strength to meet design requirements.
G. See Drawings for height of partition framing.
H. Coordinate placement of insulation in multiple stud spaces made inaccessible after erection.
I. Install intermediate studs above and below openings to match wall stud spacing.
J. Provide deflection allowance in stud track, directly below horizontal building framing for non -load
bearing framing.
K. Attach cross studs or furring channels to studs for attachment of fixtures anchored to walls. Install
framing between studs for attachment of mechanical and electrical items, and to prevent stud rotation.
L. Touch up field welds and damaged galvanized surfaces with primer.
END OF SECTION
WM - Lake E.: inore, CA July 16, 1993
E
1.02 REFERENCES 3. Grout solidly between bearing surfaces and bases of plates immediately after erecting member CONTRACTOR'S SHOP DRAWING REVIEW
and before additional load is placed on member. Finish exposed surfaces, protect installed
A. American Institute of Steel Construction (AISC): materials, and allow to cure. For proprietary grout materials, comply with manufacturers
1. AISC - Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. installation instructions.
4. Slide bearings: Permanently affixed to member and support, respectively, by welding or
Project Name: Project Number: _
B . Uniform Building Code S idard (UBC): U u g o e to s (l C) bolting as indicated. Align and level member faces to maintain full contact between surfaces
before Completing installation. Structural steel will not be released for fabrication document from Contractor. Thed1. UBC Standard No. 27 -1 - Material Specifications for Structural Steep. without receipt of this the ContractorP
shall perform no portion of the Work requiring submittal and review of Shop Drawings and other submittals until the2. UBC Standard No. 27 -6 - Structural Welding. G. High - strength Bolling: Comply with UBC Standard No. 27.7 using A325 bolts. respective submittal has been reviewed by the Architect /Engineer by the Contractor. 3. UBC Standard No. 27 -7 - High Strength Bolts. and approved
4. UBC Standard No. 27 -15 - Allowable Stress Design and Plastic Design for Structural Steel
Buildings.
t
H. Erection Bolts: Comply with UBC Standard No. 27 -1 for A307 bolts.
1. On remove bolts, fill holes with Welds, and k By signing below as approved, the Contractor hereby certifies that he has reviewed the submittal in accordance with
DocJment 00800 and Section 01300 of the Project Manual and has checked and coordinated the information contained
C. Federal Specification (FS):
exposed welded Construction, erection plug grind
smooth at exposed surfaces. therein with related work and has reported any errors, inconsistencies, or omissions to the Owner and the
ArchitecvEngineer.
1. FS TT -P -636 - Primer Coating, Alkyd, Wood or Ferrous Metals. I. Touch-up Palming: Immediately after erection, clean exposed field welds, bolted Connections, and f
Apply to exposed areas with same material as used for shop
The ArchitecvEnQineerc review of these submittals shall neither relieve the Contractor or the structural steel supplier
1.03 SUBMITTALS abraded areas of shop paint. paint
painting. Apply b brush or spray to provide a minimum d film thickness of 2.0 mils. p g. pp y y p y p dry I
from the responsibility o comply with the requirements of the Contract Documents nor approve an work notqany
complying therewith. yshop drawings and submittals are not Contract Documents and do not modify Contract
A. Shop Drawings: Documents. The Contractor and the supplier shall be responsible for the accuracy of measurements, elevations, line
1. Owners structural steel supplier will prepare shop drawings and forward to Architect's Structural 3.04 FIELD QUALITY CONTROL and grades of the Work.
Consultant under provisions of Section 01300.
A. Testing and Ins action: 9 p2. Shop Drawings will Indicate:
a. Profiles, sizes, spacing, and locations of structural members, connections, attachments, and 1. Testing and inspection will be performed under provisions of Section 01410. SUBMITTAL:
fasteners. 2. Materials and fabrication procedures are subject to observation and testing in mill, shop, and
b. Supplementary parts and members necessary to complete structural steel work, includinq
bolts, items for
field.
3. Wal -Mart reserves the right to use ultrasonic inspection to verify adequacy of welds.
1. Structural steel shop drawings from LeJeune dated
gussets, plates, and related required assembly.
Q Miscellaneous deck support angles required for support of metal deck around columns 4. Prior to the start of any field welding operation, inspect existing construction for compliance with
Contract Documents. Bring discrepancies to immediate attention of Contractor for correction, check the appropriate submittal and fill in data on drawings) gussets, openings, and obstructions.
d. Welded connections designated by standard AWS welding symbols, Including net weld then, lt uncorrected, to Building Official, Architect, and Wal -Mart Construction Manager.
lengths.
3. Substitutions of sections or modifications details, or both, and reasons for proposal, will be
5. Furnish inspection reports of field welding and high strength bolting operations stating whether
welding and boiling was in conformance with Contract Documents.
Furnish les to Building Official in addition to other concerned
Approved r no exceptions takenP Revise and resubmit
submitted along with shop drawings, clearly Identified as such. Accepted substitutions, ly 6. co of reports parties. p Po p Approved i comments attached Rejected
modifications, and necessary changes in related portions of Work will be coordinated by END OF SECTIONfabricator.
4. Shop drawings will be prepared under the direction of a Professional Structural Engineer.
I
II comments are required, attach a separate sheet.
1.04 QUALITY ASSURANCE Approved by Contractor:
A. Qualifications for Welding Work: Qualify welding operators in accordance with AWS Standard Firm Name:
Qualification Procedures. Provide certification that welders employed In work have satisfactorilypassedAWSqualificationtestswithinprevious12months. If recertification of welders is required, Signed by: Date:
provide without additional cost to Owner.
Return one oopy to the Owner, one copy to the ArchAeel and one copy to Ukhme.
PART 2 PRODUCTS Wal-Mart Construction Department
j Mitchell Bud6-
2.01 MANUFACTURER 701 South wanonBouleverd PHONE (501)273-4217
Bentonville, Arkansas 72716 FAX (501)27
A. LeJeune Steel Company, 118 W. 60th Street, Minneapolis, MN 55419. PHONE (612) 861 -3321 Architect of Record
FAX (612) 861 -2724. 1400 S. Boston Suite 300 PHONE (918)582 -8771
Tulsa, Oldahoma 74119 FAX (918)587 -3594
B . Substitutions: Not accepted. LeJeune Steel Company
202 MATERIALS
116 W. 601h Street PHONE 612 861 -3'+21
Minneapolis,MN55419 FAX (612) 861-2724
A. Structural Steel Shapes, Plates and Bars: A36 - UBC Standard No. 27 -1.
B . Structural Tubing: A500, Grade B -UBC Standard No. 27 -1.
C. Structural Sleb, Pipe: A501 - UBC Standard No. 27 -1.
D. Botts, Nuts, and Washers: A325 - UBC Standard No. 27 -7 or A307 - UBC Standard No. 27 -1, as
noted on Contract Documents.
E. Welding Materials: UBC Standard No. 27 -6; type required for materials being welded or as noted
on Contract Documents.
05120 -2 05120 -4 05120 -5
WM -Lake Elsinore, CA July 16, 1993
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B. Calculate structural properties of framing members in accordance with AISC requirements.
PART PRODUCTS
2.01 FRAMING MATERIALS
A. Studs: ASTM C955 sheet steel formed to channel shape, of gage and sizes shown on Drawings.
B. Track: ASTM C955, formed steel channel shaped; same width as studs, tight fit; solid web; gage as
indicated on Drawings, but no less than gage of adjacent stud.
C. Joists: ASTM A446, A568 and A525 sheet steel formed to channel shape; of gage and size shown
on Drawings.
D. Furring Channels: ASTM A446, A568, and A525 sheet steel formed to hat shape, 1 -1/2 inch depth; of
gage shown on Drawings.
2.02 ACCESSORIES
A. Plates, Gussets, Clips: Formed sheet steel, thickness determined for conditions encountered; same
finish as framing members.
2.W, FASTENINGS
A. Sell - drilling, Self- tapping Screws, Botts, Nuts and Washers: ASTM At 23, Hot -dip galvanized to 1.25
oz /sq.ft.
B . Anchorage Devices: Power driven, powder actuated, drilled expansion bolts, or screws with
sleeves, as application dictates.
C. Welding: AWS D1.3.
2.04 FINISHES
A. Galvanizing: G90 coating class.
B . Primer: FS TT -P -645, touch -up for galvanized surfaces.
2.05 FABRICATION
A. Galvanize, touch -up, and prime paint metal materials used on exterior wall and soffit framing, roof
framing.
B. Fabricate assemblies of sizes and profiles required, with joints fitted, and secured, reinforced, and
braced to suit design requirements.
C. Fit and assemble in largest practical sections for delivory to site and installation.
PART 3 EXECUTION
3.01 INSPECTION
A. Verify that building framing components are ready to receive work.
B . Beginning of installation means acceptance of existing conditions.
3.02 ERECTION OF STUDDING
A. Install components to manufacturers Instructions.
B. Align floor and ceiling tracks, locate to wall or partition layout. Secure in place with screws or welding
at maximum 24 inches on center. Coordinate installation of sealant with floor and ceiling track.
05400.2
WM - Lake Elsinore, CA July 16, 1993
1
SECTION 05500
WM: 052093
METAL FABRICATIONS
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Shop fabricated ferrous metal items, galvanized and prime painted.
2. Refer to Schedule at end of this Section.
B. Work Installed, but not Furnished under this Section:
1. Installation of Wal -Mart furnished aluminum trusses and shade cloth, at "Garden Center'.
C. Related Sections:
1. Section 02832 - Ornamental Metal Fences and Gates: Installation of Wal -Mart furnished Garden
Center aluminum trusses and shade cloth, attached to metal fence posts.
2. Section 03300 - Cast -In -Place Concrete: Furnish metal fabrications to be cast in concrete.
3. Section 04220 - Concrete Unit Masonry: Furnish metal fabrications to be embedded in .masonry.
4. Section 05120 - Structural Steel: Structural steel components.
5. Section 07411 - Manufactured Roof Panels: Furnish bent plate gutter for metal canopies.
6. Section 07722 - Roof Hatches: Steel wall ladders.
7. Section 09900 - Painting: Painted finishes.
1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A36 - Structural Steel
2. ASTM A53 - Hot - Dipped, Zinc - coated Welded and Seamless Steel Pipe.
3. ASTM A108 - Steel Bars, Carbon, Cold- Formed, Standard Quality.
4. ASTM A307 - Low - Carbon Steel Externally and Internally Threaded Fasteners.
5. ASTM A366 - Cold - Rolled Carbon Steel Sheet, Commercial Quality.
6. ASTM A446 - Steel Sheet, Zinc Coated (Galvanized) by the Hot -Dip Process, Structural
Physical) Quality.
7. ASTM A500 - Cold- formed Welded and Seamless Carbon Steel Structural Tubing in Rounds
and Shapes.
S. ASTM A570 - Hot - Rolled Carbon Steel Sheet and Strip, Structural Quality.
9. ASTM A591 - Steel Sheet, Cold - Rolled, Electrolytic Zinc - Coated.
B . American Welding Society (AWS):
1. AWS D1.1 - Structural Welding Code.
2. AWS D1.1 - Structural Welding Code - Sheet Steel.
C. Federal Specification (FS):
1. FS TT -P -31 - Paint, Oil: Iron Oxide, Ready Mix, Red and Brown.
2. FS TT -P -645. Primer, Paint, Zinc Chromate, Alkyd Type.
1.03 SUBMITTALS
A. Submit the following under provisions of Section 01300.
B. Shop Drawings: Submit directly to Architect.
1. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of
fasteners, and accessories.
2. Include erection drawings, elevations, and details where applicable.
3. Indicate welded connections using standard AWS welding symbols. Indicate net weld lengths.
Prepare shop drawings under the supervision of a licensed structural Professional Engineer.
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WM - Lake Elsinore, CA
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C. Make provision for erection loads with temporary bracing. Keep work in alignment.
D. Supply items required to be cast into concrete or embedded in masonry with setting templates, to
appropriate Sections. Use grout specified in Section 03300 for setting metal fabrications.
3.02 INSTALLATION
A. Install items plumb and level, accurately fitted, free from distortion or defects.
B. Perform field welding in accordance with AWS D1.1. After installation, grind sight - exposed field
welds smooth, touch -up welds, scratched or damaged surfaces with primer.
3.03 SCHEDULE
A. Provide and install items listed in Schedule and shown on Drawings with anchorage and attachments
necessary for installation.
B . The Schedule is a list of principal items only. Refer to Drawing details for hems not specifically
scheduled.
C. Wire Mesh Part:aons: 10, 12, or 14 gage steel, 1x1 or 14 inch mesh.
1. Wire Mesh Partitions at Aerosol Storage Room: Not lighter than 9 gage steel wire woven into
a maximum 2 In, diamond mesh (NFPA 30B).
D. Steel Wall Ladder (Roof Hatch): Coordinate steel wall ladders (size, type and Installation) with
Section 07722 - Roof Hatches.
1. Side Rails: 1/2 x 3 -1/2 inch steel bars.
2. Rungs: 3/4x9/4 inch solid steel rods, 12 inches on center.
3. Attach with steel mounting brackets.
4. Cage: Hoops of 1/4 x 2 inch bars with 3/16 x 1 -1/2 Inch vertical bars.
5. Prime paint finish.
6. Substitutions: Aluminum wall ladder and cage, sized to match above, by Precision Stair Corp.,
Morristown, TN, (800)225 -7814.
E. Loose Bearing Plates and Lintels: Fabricate to sizes and configuration Indicated on Drawings; prime
paint finish except for hems requir;ng field welding.
F. Miscellaneous Framing and Supports: Furnish steel framing and supports not required to support
structural steel, steel joists, or metal deck; coordinate with Section 05120. Fabricate welded
construction in as lards units as possible. Drill a 1d tap for hardware and other hems. Include anchors
required for building into work of other Sections. Prime paint finish, gray.
G. Rough Hardware: Custom fabricated bolts, plates, anchors, hanger, dowels, and other
miscellaneous steel and Iron shapes required for framing, supporting, and anchoring other
construction. Gavanized unless indicated otherwise.
H. Steel Pipe Bollards: Steel Piping, ASTM A53, shop primed Inside and out; size and configuration as
detailed.
I. Door Hoods: Where indicated on Drawings, provide 18 gage galvanized steel door hoods as shown
on drawings. Shop prime for field paint finish.
J. Steel Pipe Railings: Fabricate to dimensitns indicated on Drawings. Make smooth mitered c-mers;
primed.
1. Set and secure raWngs to other construc!ion as indicated.
2. Handrails and Top Rails: Des! ~n point load 200 Ibs, downward or horizontal, and uniform load of
50 Ib/Iln It applied simuhane 3usly in twth vertical and horizontal directions. ^.oncentrated and
uniform loads need not be assumed to act concurrently.
3. Intermediate Rails: Uniform bad of 25 Ibs/sq It of gross area of railing system, Including open
area.
K. Handrail Brackets: Cast iron with not less than 3 inches projection from wall surface to center line of
handrail; primed.
05500-1 05500-3
July 16, 1993 WM - Lake Elsinore, CA July 16, 1993
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