HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (13)31700 GRAPE STREET 2077 12/30
WAL -M ART
2. Provide elevations of all masonry walls showing reinforcing size, quantity and spacing, location,
length and grade of steel. Reinforcing shall include but is not limited to vertical and horizontal
wall reinforcement, 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
embedded plate, anchor boils, and all control joint locations.
C. Submit Testing and Inspection Reports.
1.04 QUALITf ASSURANCE
A. Masonry shall be constructed in accordance with UBC and UBC Standards.
B. Mc::k -up: Construct 6x6 foot panel on site, complete with reinforcing and minlmum of one expar: ion
joint and one outside comer.
1. Panel shall illustrate joint treatment and mortar color.
2. Receive acceptance of mock -up by Wal-Mart Construction Manager before proceeding with
3. Leave field sample in place until completion of project. Accepted mock -up will be used as
standard of quality for masonry work.
C. Where brick veneer is indicated, coordinate construction of mock -up with Section 04210.
D. Regulatory
alRn
Requirements:
and testing will be provided in accordance with the Building Code and as
rated on the Contract Documents and will be performed under provisions of Section 01410.
1.05 PROJECT CONDITIONS
A. Environmental Requirements (Cold Weather Requirements): Follow cold weather procedures of
IMIAC - Recommended Practices and Specifications for Cold Weather Masonry Construction. Also
include tta following construction requirements for Cold Weather procedures.
1. When Air Temperature Is dove 40 degrees F:
a Heating of Materials: Follow normal masonry procedures.
b. Protection: Cover walls with plastic or canvas at end of workday to prevent water entering
2. Wheneemperature is below 40 degrees F:
a Heating of Materials: Heat mbdng water. Maintain mortar temperatures between 40 and
120 degrees F until placed.
b. Protection: Cover walls and materials to prevent wetting and freezing. Covers shall be
pastc or caress.
3. When Air Temperature is below 32 degrees F:
a Heating of Materials: In addition to above heating requirements. heat the sand. Frozen
sand and frozen wet masonry units must be thawed. Maintain masonry above 32 degrees
F, by using auxfNary heat or Insulated blankets for 16 tours after laying masonry units.
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.
4. When Air Temperature is below 20 degrees F:
a Heating of Materials: In addition to above heating requirements, dry masonry units must
be heated to 20 degrees F.
b. Protection: Provide enclosures and supply sufficient heat to maintain masonry enclosure
above 32 degrees F. for 24 hours after laying masonry units.
B. Environmental Requirements (Hot Weather Requirements): When the ambient air temperature
exceeds 100 deg. F., or 90 deg. F. with a wind velocity greater than 8 mph, the following precautions
shall be taken.
a Store masonry units out of direct sunlight.
b. Do not spread mortar beds more than 4 feet ahead of masonry.
a Set masonry units within one minute of spreading mortar.
WM - Lake Elskiore, CA
t
04220 -2
July 16,1993
3.02 COURSING
A. Place masonry to lines ark. levels indicated.
B. Maintain masonry courses to uniform width. Make vertical and horizontal joints equal and of unitonm
thickness.
C. Lay concrete masonry units in running bond unless otherwise noted. Course one block unit and onemortarjointtoequal8inches. Tool all joints concave. Use tool with large enough radius that joint is
not excessively raked free of mortar.
3.03 PLACING AND BONDING
A. mortar to fill
concrete
shove Intop ace. Do riot slush fad jointss.ntRemoRemove excess ilmort client
B . For hallow concrete masonry units, all head and bed joints shall be filled solidly with mortar for a
distance in from the face of the unit not less than the thickness of the shell. Bed webs in mortar in
starting course on footings and foundation walls and in all courses of piers, columns and pilasters, andwhereadjacenttocellsorcavitiestobereinforcedorfilledwithconcreteorgrout. For starting
courses on footings where cells are rat grouted, spread out full mortar bed, including areas under
cells.
C. Fully bond intersections, and external and internal comers.
D. Do not shift or tap masonry units after mortar has taken initial set. Where adjustment must be made,
remove mortar and replace.
E- Perform jobsite cutting with proper tools to provide straight unchipped edges. Take care to prevent
breaking masonry unit comers or edges.
1. Where requIred. finish masonry work to match adjacent surfaces.
2. For fire -rated walls, construct walla to finis against bottom of roof or floor deck and fill voids with
firestopping.
3. For other than fire-rated walls, cut units to match the slope of the roof deck and finish construction
to within 2 inches of and parallel to roof deck.
F. Isolate masonry partitions from vertical structural framing members with a control joint.
3.04 TOLERANCES
A. Construct masonry within the following tolerances:
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 feet; 1/2 inch maximum.
3. Variation from Plumb: 1/4 inch per story non - cumulative.
4. Variation from Level Coursing: 1/8 inch in 3 feet; 1/4 inch in 10 feet; 1/2 inch maximum.
5. Variation of Johf Thickness: 1/8 inch In 3 feet.
B. Tolerances for the placement of reinforcing steel in walls and flexural elements shall be:
1. i 1/2 Inch when the distance from the centedine of the steel to the opposite face of the masonry,
d", is equal to 8 Inches or less.
2. t 1 inch for "d" equal to 24 Inches or less.
3. t 11/4 Inch for "d" greater than 24 inches.
3.05 REINFORCEMENT AND ANCHORAGES
A. Place vertical reinforcing bars supported and secured against displacement, by means of bar
positioners. All other bars shall be supported and tied to prevent displacement.
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.
C. Consolidate grout pours exceeding 12 Inches in height by mechanical vibration and reconsolidate by
merhanloal vibration after initial water loss and settlement has occurred.
D. Verity that ancorages embedded in masonry are property placed.
04220-4
WM - Lake Elsinore, CA July 16,1993
1
I
1
1
t
9
3.06 LINTELS
A. Install loose steel lintels as scheduled.
B. Install reinforced unit masonry lintels over openings where steel or precast concrete lintels are not
scheduled. Construct lintels using grout fill and reinforcing. Maintain minimum 8 Inch bearing on each
side of opening, unless noted otherwise on drawings.
C. Use reinforcing bars of one piece lengths only.
D. Place and consolidate grout fill without disturbing reinforcing. Allow lintels to reach strength before
removing temporary supports.
E. For soaps covering steel lintels, provide 9 gage zee -ties at each vertical joint. Weld zee -ties to web
of steel lintel.
3.07 COMTROL JOINTS
A. Do not continue band beam reinforcing or joint reinforcing across control joints.
B . Install preformed control joint filler at locations indicated on Drawings. Use proper size material to
create sealant pint space. For backer rod and sealant refer to Section 07900.
3.08 BUILT -IN WORK
A. As work progresses, build in metal door frames, fabriWated metal frames, window frames, anchor
bolts, diaphragm anchors, embedded plates, and other items to be built in the work supplied by
other Sections.
B. Build in items plumb and level.
C. Bed anchors of metal door and ol;zed frames in mortar joints. Fill frame voids solid with grout. Fill
masonry cores with grout minimum 12 inches from framed openings.
D. Do rot build in organic materials subject to deterioration.
3.09 CUTTING AND FITTING
A. Cut and fit concrete masonry units for bearing plates, chases, pipes, conduit, sleeves, and grounds.
Cooperate with other Sections of work to provide correct size, shape, and location.
B . Obtain approval prior to cutting or fitting any area rat indicated or where appearance or strength of
masonry work may be impaired.
3.10 CLEANING
A. Remove excess mortar and smear:.
B . Replace detective mortar. Match adjacent work.
C. Clean soiled surfaces with a non -acidic solution which will not harts masonry or adjacent materials.
Consult masonry manufacturer for acceptable cleaners.
D. Use non - metallic tools in cleaning operations.
3.11 PROTECTION
A. Maintain protective boards at exposed external comers which may be damaged by construction
activities.
B. Provide protection without damaging completed work.
C. At day's end, cover unfinished walls to prevent moisture infiltration. Weight cover down to prevent
blow -off and maintain protection for fresh masonry work. Cover shall extend from top of wall a
minimum of 2 feet down the wall on each side.
04220 -5
WM - Lake Elsinore, CA July 16,1993
r
S
t
SECTION 05210
WM: 041293
STEEL JOISTS
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Open web steel joists, with end hangers for panelized construction, angles and ancnors.
2. Side wall anchors.
2. Joist girders.
3. Bridging.
5. Wood milers on joists and joist girders.
C. Related Sections:
1. Section 01 01 0 - Summary of Work: General procedures related to Wal -Mart fu *nished 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
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 Inches.
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.
2. ASTM A325 - High Strength Bolts for Structural Steel Joints.
B. American Welding Society (AWS):
1. AWS DII A - Structural Welding Code.
C. Federal Specification (FS):
1. FS TT-P-636 - Primer Coating, A kyd, Wood arid Ferrous Metals.
D. Steel Joint Institute SJq:
1. SJI - Standard Specifications for Open Web Steel Joists H- Series, and Standard Specifications
fr, Open Web Steel Joists K- Series, and Standard Specifications for Longspan Steel Joists
LH- Series and Deep Longspan Steel Joists DLH- Series.
2. Sit - Standard Specifications for Joist Girders.
E. NAional Forest Products Association (NFPA):
1. NFPA - Na'iAnal Design Specification for Wood Construction.
1.03 SUBMITTALS
A. Stop Drawings:
1. Wal -Maxis steel joist sugher will prepare shop drawings and forward to Architect's Structural
Consultant under provisions of Section 01300.
2. Stop Drawings will Indicate:
a Standard designa'Jons, configuration, sizes, spacing, and locations of joists and joist
girders.
b. Joist and joist girder coding.
a Bridging, connections, attachments, cambers and size of wood nor''ers.
3. Shop drawings will be prepared under the direction of a Professional Structural Engineer
registered in State In which the Project Is located.
1.04 QUALITY ASSURANCE
A. Qualifbotions:
1. W alder: Welding operators who have been previously qualified to perform type of work
required.
WM - Lake Elsinore, CA
01-210-1
July 16,1993
3.02 FIELD QUALITY CONTROL
I C. Testing and Inspection.
1. Testing and Inspection will be performed under provisions of Section 01410.
2. Following tests and inspections may be made at Wal- Mart's option:
a. Test adequacy of welds by ultrasonic Inspect ;on.
3. Inspect and test erection of joists and joist girders, and their connections to steel members.
END OF SECTION
1
05210 -3
WM - Lake Elsinore, CA
4 11Y1A /
M Bw a0iit'Li'i'!ii
8 AVAILIASM 41 "M
s or ar'
July 16,1993
I, S
CONTRACTOR'S SHOP DRAWIN1a rnEV1EW
Project Name: _ Projec _Number:
Steel joists and iOist girders will not be released for fabrication without receipt of this document from the Contractor.
The Contractor stall perform no portion of the Work requiring submittal and review of Shop Drawings and other
submittals until the respective submittal has been reviewed by the Archkoct/Engineer and approved by the
Contractor.
By signing below as approved, the Contractor hareby certifies that the he has reviewed the submittal in accordancewithDocument00800andSection0;300 of ths, 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
Architect/Engineer.
The Architect/Engineefs review of these submittals shall neither relieve the Contractor or the steel 'oist supplier from
the responsibility to comply with the rogy0rements of the Contract Documents nor approve any wo not complying
therewith. Shop drawings and submittals are not Contract Documents and do not modify Contract Documents. The
Contractor and the supplier shall be responsible for the accuracy of measurements, elevations, line and grades of the
Work.
SUBMITTAL:
1. Steel Joists and Jost Girder shop drawings from Vulcraft dated -
check the appropr;atw submittal and fill in data on drawings)
Approved / no exceptions taken Revise and resubmit
Approved / comments attached Rejected
It comments are required, attach a separate sheet.
Approved by Contractor:
Firm Name:
Signed by: _ _ Date: .
Ream one copy to the Owner. one copy b the Architect and one copy to Nina&
W construction Departnent
waholl 811
701 South W a9on Boulevard PHONE (501 273-4217
Vukralt (Nodok)
P.O. Box 59 PHONE (8500
Berle, Arkansas 72716 FAX (501)27 Noddle, Nefbm" 68701 FAX(402)644-&528
Architect of Record
1400 S. Roslon•SuIs 300 PHONE (919 2 8771
Vulcraft (&igham CiIY;
P.O. Box 83377 PHONE (801)7J4 -913;
Tulsa, OWduma 74119 FAX (918)6973594 Bdghem City, Utah 94302 FAX (801)7235423
Vulcraft (Grapdand)
13.0. Box tas "HONE((408LS e974886
Vulcraft (Floretwe)
P.O. Pox F•2 PHONE (803)662.0381
FAX 732rape". Tons 75844 FAX (409)6874290 Row", SC 29501 803
Vulcraft (St Joel
P.O. Box 1000 FHONE (219)33377.5411
Juloraft (Fort Payne)
P.O. Box 169 PHONE
SL Joe. In iarw 46785 F4X (219)3375391 Fort Payne, AL 35967 FAX (205A45-2923
WM - Lake Elsinore, CA
05210-4
July 16,1993
a
e
r<
I,
c
3.12 FIELD QUALITY CONTROL
A. Required testing will be performed in accordance with Section 01410.
B. Sampling and testirg of concrete masonry units 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 testcompressivestrengthconformstotherequirementsofUBCStandardNo. 24.4 for load bearing
units and UBC Standard No. 24-6 for nonload- bearing units.
2. Laboratory representative shall immediately notify Wal -Mart and Contractor of deviations from
Specifications.
3. lt, in the opinion of the laboratory representative, deviation observed will be probable causeforsubsequentrejectionofmaterial, representative shall inform Wal -Mart and Contractor so that
timety decision may be made as to whether or not to continue operations.
4. Subsequent to on- the -spot verbal notification, laboratory shall file written report of deficiencies
or deviations rated, including summary of conversations and decisions made and actions taken. Written report shall be submitted to Wal -Mart, Contractor, the Building Official, and the Architect. i
C. Mortar and grout testing shall conform to the requirements of Section 04100.
D. Testing agency shall Inspect reinforcing for required size, quantity, placement, and lap splice length. 4
l
E. Testing agency shall inspect grouting for proper procedures as specified.
END OF SECTION
i`
f.
i.
i'
i
I
04220-6
WM - Lake Elsinore, CA July 16,1993
i
J
i
t
SECTION 05120
WM: -UBC 12222
STRUCTURAL STEEL
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Structural steel framing members, structural steel support members, struts, with required
bracing, welds, and fasteners.
2. Base plates and shear stud connectors.
3. Teflon coated slide bearing pads.
B . Work Installed, but not Furnished under this Section:
1. Owner's structural steel suppUer will fumish structural steel components as follows under
provisions of Section 01010:
a Columns with anchor bolts and slide bearing pads.
b. Vestibule framing angles and channels.
a Garden Center canopy columns, gutters, downspouts, and deck bearing angle with
connectors to store wall.
d. Roof framing other than joists, joist girders, and bridging.
e. Mezzanine framing other than joists and bridging.
f. Frames for rooftop HVAC units, exhaust fans and roof openings larger than 10 inches.
gg Roof hatch frames.
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
structural steel, steel joists, and steel deck.
I. TBO framing, Pit tubes, columns, and channels.
j. Hills Hll' rods, adhesive cartridges, and mixing tubes.
k Anchor bolts required for items included in this section.
i. Battery Storage and pump room deck bearing material.
m. RTU Screen wall framing members.
2. Owner's structural steel supplier will provide setting drawings and directions for installation of
anchor bolts and other anchorages fumished under this Section and installed under other
Specification Sections.
3. Other steel components are specified in Section 05500.
B . Work Furnished under this Section and Related Sections:
1. Contractor will provide the following structural steel components as follows:
a. Dock Leveler Angles.
b. Embedded jamb and door head material.
a Metal Deck at Garden Center, Battery Storage, and Pump Room.
d. Angle canopy frame over doors.
e. Ladders, stairs, handrails, cart railings.
f. Trench frames and grating.
gg Counter top supports.
h. Bulkhead framing angles, grille support angles.
I. Channel Jambs, heads.
i. Snack Bar stub wall columns.
k Rack protector angles.
I. Gauge material.
m. Bollards.
n. TBO pit catwalk grating.
C. Related Sections:
1. Section 01010 -Summary of Work: General procedures related to Owner fumished products.
2. Section 03300 -Cast In Place Concrete: Anchorages cast in concrete. Grouting base plates and
bearing plates
3. Section 0422u - Concrete Unit Masonry: Anchorages embedded in masonry.
4. Section 05500 - Metal Fabrications: Steel components not furnished by Owner's structural steel
supplier.
0120 -1
WM - Lake Elsinore, CA
WO AVAii.A'& AT ':'M
t
i7J,f[vTM 9p 6tfl Ta487fi'I,LYIp.'&' -':V
July 16,1993
r
F. Primer. FS TT -P -636
G. Teflon Coated Slide Bearing Pads:
1. FluorogoId by Furon, Athens, TX.
2. Dura Slide by Tobi Engineering, Elk Grove Village, IL.
CSA by Con Inc., East Hanover, NJ. 3. Type -Serv,
2.03 FABRICATION
A. Fabricate structural steel members in accordance with AISC Specification.
B. Connections: Connections not detailed on Contract Documents shall be engineered by fabricator in
accordance with UBC Standard No. 27-15, subject to review.
4 { C. Fabricator shall be responsible for errors of detailing, fabrications, and for correct fitting of structural
steel members.
1. Do riot splice structural steel members. Members having splice not shown on Contract
Documents will be rejected.
2.04 FINISH
A. Clean, pre are, and shop prime exposed structural steel members that are to receive finish
Do not surfaces to be field welded or In contact with concrete. painting. prime
PART EXECUTION
3.01 EXAMINATION
A. Examine areas and conditions under which structural steel work is to be installed.
3.02 SURVEY
A. Employ Professional Engineer registered in State in which Project is located, experienced in survey
work, to establish permanent bench marks as shown and as necessary for accurate erection of
structural steel. Check elevations of concrete and masonry bearing surfaces, and locations of anchor
bolts and similar devices, before erection work proceeds, and report discrepancies to Wal -Mart. Do
not proceed with erection until correcti ns have been made, or until compensating adjustments to
structural steel work have been agreed upon with Wal -Mart.
3.03 ERECTION
I
A. Erect structural steel in accordance with AISC Specification.
1
B. Make provision for erection bads, and for sufficient temporary bracing to maintain structure safe,
plumb, and in true alignment until completion of erection and installation of permanent bracing.
C. Do not !laid cut or alter structural members wlthoui approval of Wall -Mart Construction Manager.
D. After erection, prime exposed welds, abrasions, and surfaces not shop primed that are to receive
finish painting, except surfaces to be in contact with concrete. Use a primer consistent with shop
in
E. Anchor Botts: Fumish anchor bolts and other connectors required for securing structural steel to
foundations and other in -place work. Fumish templates and other devices as necessary for presetting
I bolts and other anchors to accurate locaWns.
F. Setting Bases and Bearing Plates: Clean concrete and masonry bearing surfaces of bond- reducingmaterialsandroughentoImprovebondtosurfaces. Clean bottom surfaces of base and bearing
plates.
loose and attached base plates and bearing plates for structural members on steel wedges
or other adjusting devices.
2. Tighten anchor bolts after the supported members have been positioned and plumbed. Do
base bearingnotremovewedgesorshims, but If protruding, cut off flush with edge of or plate
prior to grouting.
I 05120 -3
WM - Lake Elsinore, CA July 16,1993
4
I 5
A
I 5
I
B . Steel joists and joist girders will conform to SJI Standard Specifications, Load Tables, and Weight
Tables.
PART PRODUCTS i
2.01 MANUFACTURERS
A. Vulcraft.
B. Substilutions: Not permitted.
2.02 MATERIALS
I
A. Open Web Joist Members:
1. SJI Type K Open Web.
2. SJI Type H Open Web.
3. LH Longspan.
4. DLH Longspan.
5. Joist Girders.
B. Bridging: ASTM A36, ASTM A242, ASTM A441, A570 or A572.
C. Fri,,.sr: FS TT -P -636, red oxide primer.
D. Wood Nailer: Douglas Fir or Southern Yellow Pine, M3 grade or wetter 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 fakricated in accordance with SJI Standard Specifications including
headers and other supplementary lAining. Top and bottoin chord extensions will be provided (
where indicated. Wood milers are to be installed by Vulcraft. I
B. Joists, joist girders, and accessories will be prepared and shop primed with one coat of prime.
PART EXECUTION
3.01 ERECTION
A. Erect steel joists, joist girders, and bridging in Pscordarnce with approved shop drawings.
B. Bear foists and joist girders on supports in accordance with approved stop drawings. During i
erection, provide temporary bracing for joists and joist girders as required by Vulcraft.
C. Coort'Me placement of anchorages In concrete and masonry construction for making connections to
joists acid joist girders.
D. Connect joist seat to support after alignment, and positioning of joists.
E. Do not field cut or alter joists.
WM - Lake Elsinore, CA
1
05210-2 '
July 16,1993
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. Soction 07210 - Building Insulation: Batt and blanket insulation within framing members.
6. Suction 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..2 REFERENCES
A. AISI - American Iron and Steel Instftute - Cold - Formed Steel Design Manual.
B. American Institute of Sigel Construction (AISC):
1. AISC - Specfication 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)
Qual'Ry.
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 Plaster Bases.
D. American Welding Society (AWS):
1. AWS D1.1 - Structural Welding Code.
2. AWS D1.3 - Light Steel Welding Code.
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 system to accommodate construction tolerances, deflection of building struct ural 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 componerMs with three years minimum
experience.
05400 -1
WM - Lake Elsinore, CA July 16,1993
b,.: -. ........,.,i«r M,mia.•i.: •. >4.ac..sSaxat.;vYK- Ti 1,!r fR'YS'7° ^^ >+ 771;7
row
PE
yS
Fit
mlpW ** Ct•>rTV9l s'
p!
i
INW AVAILANA A IM
T 07 711
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 muhiple 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 -bad
bearing framing.
K. Attach cross studs or furring channels to studs for attachment of fixtures an:.hored 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 Elsinore, CA July 16,1993
8
1.02 REFERENCES
A. American Institute of Steel Construction (AISC):
1. AISC - Specification for the Design, Fabrication and Erection of Structural Steel for Buildings.
B. Uniform Building Codu Standards (UBC):
1. UBC Standard No. 27 -1 - Material Specifications for Structural Steel.
2. UBC Standard No. 27 -6 - Structural Welding.
3. UBC Standard No. 27 -7 - High Strength Boils.
4. UBC Standard No. 27 -15 - Allowable Stress Design and Plastic Design for Structural Steel
Buildings.
C. Federal Specification (FS):
1. FS TT-P-636 - Primer Coating, Alkyd, Wood or Ferrous Metals.
1.03 SUBMITTl: e
A. Shop Drawings:
1. Owners structural steel supplier will prepare shop drawings and forward to Architect's Structural
Consultant under provisions of Section 01300.
2. Shop Drawings will Indicate:
a. Profiles, sizes, spacing, and locations of structural members, connections, attachments, and
fasteners.
b. Supplementary parts and members necessary to complete structural steelwork, including
bolts, ggussets, plates, and related hems required for assembly.
a Mis,ellaneous deck support angles required for support of metal deck around columns,
gussets, openings and obstructions.
d. Welded connections designated by standard AWS welding symbols, including net weld
lengths.
3. Substitutions of sections or modifications of details, or both, and reasons for proposal, will be
submitted along with shop drawings, clearly Identified as such. Accepted substitutions,
modifications, and necessary changes in related portions of Work will be coordinated by
fabricator.
4. Shop drawings will be prepared under the direction of a Professional Structural Engineer.
1.04 QUALITY ASSURANCE
A. Qualifications for Welding Work: Quality welding operators In accordance with AWS Standard
Qualification Procedures. Provide oertNicatbn that welders employed in work have satisfactorily
passed AWS qualification tests within previous 12 morths. 0 recertification of welders is required,
provide without additional cost to Owner.
PART PRODUCTS
2.01 MANUFACTURER
A. LeJeune Steel Company, 118 W. 60th Street, Minneapolis, MN 55419. PHONE (612) 861 -3321
FAX (612) 861 -2724.
B. Substitutions: Not accepted.
2.02 MATERIALS
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 Steel Pipe: A501 - UBC Standard No. 27 -1.
D. Bolts, Nuts, and Washers: A326 - 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
WM - L.,ke Elsinore, CA July 16, 1993
3. Grout solidly between bearing surfaces and bases of plates immediately after erecting memberandbeforcadditionalbadisplacedonmember. Finish exposed surfaces, protect installed
materials, and allow to cure. For proprietary grout materials, comply with manufacturer's
installation instructions.
4. Slide bearings: Permanently affixed to member and support, respectively, by welding or
bolting as indicated. Align and level member faces to maintain full contact between surfaces
before completing installation.
G. High - strength Boiling: Comply with UBC Standard No. 27 -7 using A325 bolts.
H. Erection Bolts: Comply with UBC Standard No. 27 -1 for A307 bolts.
1. On exposed welded construction, remove erection bolts, fill holes with plug welds, and grind
smooth at exposed surfaces.
I. Touch -up Painting: Immediately after erection, clean exposed field welds, boiled connections, andabradedareasofshoppaint. Apply paint to exposed areas with same material as used for shop
painting. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils.
3.04 FIELD QUALITY CONTROL
A. Testing and inspection:
1. Testing and inspection will be performed under provisions of Section 01410.
2. Materials and fabrication procedures are subject to observation and testing in mill, shop, and
field.
3. Wal -Mart reserves the r M to use ultrasonic inspection to verity adequacy of welds.
4. Prior to the start of any fiekf welding operation, inspect existing
ioconstruction
for compliance with
thenriaf ncorrected, to Bui idanig rOfOcial,iArchitect,, and
Immediate
Waal- -Mart Construction Manager.
lot
S. Fumish inspection reports of field welding and high strength boiling operations stating whether
weiding and bolOng was in conformance with Contract Documents.
6. Fumish copies of reports to Building Off iolal in addition to other concerned parties.
END OF SECTION
WM - Lake Elsinore, CA
me Anna" AT
I
05120 -4
July 16,1993
I
f
1 !
CONTRACTOR'S SHOP DRAWING REVIEW
Project Name: Project Number:
Structural steel will not be released for fabrication 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 submittals until the
respective submittal has been reviewed by the Architect/Engineer aid approved by the Contractor.
By signing below as approved, the Contractor hereby cettlties that he has reviewed the submittal in accordance withDocument00800andSection01300oftheProjectManualandhascheckedandcoordinatedtheinformationcontained
therein with related work and has reported any errors, inconsistencies, or omissions to the Owner and the
Architect/Engineer.
The ArchltecVEngineers review of these submittals shall neither relieve the Contractor or the structural steel 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 _ _ not mod'Ay Contract
Documents. The Contractor and the supplier shall be responsible for the accuracy of measurements, elevations, line
and grades of the Work.
SUBMITTAL:
Q 1. Structural steel shop drawings from LeJeune dated
check the appropriate submittal and fill in date on drawings)
U Approved / no exceptions taken U Revise and resubmit
U Approved / comments attached Rejected
If comments are required, attach a separate sheet.
Approved by Contractor:
Fi- K1. ..
Signed by: Date: _
Rearm one copy b the Owner, one copy to the AmhteG and one copy m Wou ne-
Wal -Mart Const tedon Department
Michell Building
701 South Walion Boulevard PHONE (5011273-4217
aenbnvlle, Arkansas 72716 FAX (50f)2 503
Architect of Record
1400 S. Bosbnauiro 300 PHONE (918 )5824 n1
TuLw Oklahoma 74119 FAX (918)58 3594
LeJeune Sleel Company
118 W. 60111 Steal PHONE 81 9613321
bfnneapols, MN SM19 FAX (612) 861.2724
WM - Lake Elsinore, CA
1
05120-5
July 16,1993
s
l
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. Trade: 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, A668 and A525 sheet steel formed to channel shape; of gage and size shown
on Drawings.
D. Furring Channels: ASTV4 A446, A568, and A525 sheet steel formed to hat shape, 1 -1/2 Inch depth; of
gage shown on Drawirvs.
2.02 ACCESSORIES
A. Plates, Gussets, Clips: Formed sheet steel, thickness determined for conditions encountered; same
finish as framing members.
2.03 FASTENINGS
A. Self- drilling, Self- tapping Screws, Bolts, Nuts and Washers: ASTM A123, 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 Gass.
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 wail 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. FR and assemble in largest practical sections for delivery to site and Installation.
PART 3 EY.ECUTION
3.01 INSPECTION
A. Verity 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 manufacturer's 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
l
SECTION 05500
WM: 052093
METAL FABRICATIONS
A.
PART GENERAL
1
B .
1.01 SUMMARY
A. Section Includes:
1. Shop fabricated ferrous metal items, galvanized and prime painted.
3.03
2. Reter to Schedule at end of this Section.
j
f
it
B . Work Installed, but not Furnished under this Section:
1. Installation of Wal -Mart furnished aluminum trusses and shade cloth, at "Garden Center".
i
C. Related Sections:
1. Section 02832 - Ornamental Metal Fences and Gates: Installation of Wal -Mart furnished Garden
f Center aluminum trusses and shade cloth, attached to metal fence posts.
i 2. Section 03300 - Cast -In -Place Concrete: Furnish metal fabrications to be cast in concrete.
C. 3. Section 04220 - Concrete Unit Masonry: Furnish metal fabrications to be embedded in masonry.
4. Section 05520 - Structural Steel: Structural steel components.
t 5. Section 07411 - Manufactured Roof Panels: Furnish bent plate gutter for metal canopies.
D.
6. Section 07722 - Roof Hatches: Steel wall ladders.
7. Section 09900 - Painting: Painted finishes.
1.02 REFERENCES
A. American Socially for Testing and Materials (ASTM):
1. ASTM A36 - Structural Steel.
2. ASTM A53 - Hot - Dipped, Zinc - coated Welded and Seamless Steel Pipe.
A108 Steel Bars, Carbon, Cold - Formed, Standard Quality. 3. ASTM -
4. ASTM A307 - Low - Carbon Steel Externally and Internally Threaded Fasteners.
ASTM A366 - Cold - Rolled Carbon Steel Sheet, Commercial Quality. 5.
6. ASTM A446 - Steel Sheet, Zinc Coated (Galvanized) by the Hot -Dip Process, Structural
Physical) Quality.
Tubing in Rounds
E.
7. ASTM 00 -Cold - formed Welded and Seamless Carbon Steel Structural
and Shapes.
8. ASTM A570 - Hot - Rolled Carbon Steel Sheet and Strip, Structural Quality.
9. ASTM A591 • Stee! Sheet, Cold - Rolled, Electrolytic Zinc- Coated.
B. American Welding Society (AWS):
D1.1 Structural Welding Code.
i
1. AWS -
2. AWS D1.1 - Structural Welding Code - Sheet Steel. G.
C. Federal Specification (FS);
1. FS TT -P -31 - Paint, Oil: Iron Oxide, Ready Mix, Red and Brown.
i
H.
2. FS TT -P-645 - Primer, Paint, Zinc Chromate, Alkyd Type.
I. 1.03 SUBMITTALS
A. Submit the following under provisions of Section 01300.
i
B. Shop Drawings: Submit directly to Architect.
1. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of
l
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.
j 4. Prepare shop drawings under the supervision of a licensed structural Professional Engineer. 3. Intermediate Rails: Uniform load of 25 ibs/sq It of gross area of railing system, including open
05500-1
K.
Lake Elsinore, CA July 16,1993WM
rif
y. ._ ....___ -__.. .. . .. :. ."°•-. -a ...y- _'_- ...r•_.IS... 1C ,, ....:'. /f'T i.,'K;.F C .. ,. 1r:4> .. .k'..` 1 _
p vain IP114i il#2 PRODUM >'IPO11,
TU BEST AND f11 M 00 ii'!'S
WAVINGO AVAIILAKJI AT TU
01P VIIIN31fil-
IU-0- -W-43F1117-
i
C. Make provision for erection loads with temporary bracing. Keep work In alignment.
D. Supply Rams regwired to be cast into concrete o embedded in masonry with setting templates, to
appropriate Sections. Use grout specified in Section 03300 for setting metal fabrications.
f 3.02 INSTALLATION
A. Install Rems plumb and level, accurately fitted, free from distortion or defects.
1
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 kaRh anchorage and attachments
necessary for installation.
B. The Schedule is a list of principal hems only. Refer to Drawing details for items not specifically
scheduled.
C. Wire Mesh Partitions: 10, 12, or 14 gage steel, 1x1 or 1x2 Inch (nosh.
Into1. Wire Mesh Partitions at Aerosol Storage Room: Not lighter than 9 gage steel wire woven
a maximum 2 in. diamond mesh (NFPA 308).
D. Steel Wall Ladder (Roof Hatch): Coordinate steel wall ladder(; (size, type and InMallation) with
Section 07722 - Roof Hatches.
1. Side Rails: 1/2 x 3.1/2 Inch steel ba.s.
2. Rungs: 3/4x3/4 Inch solid steel rods, 12 inches on carer.
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 items requiring field welding.
i F. Miscellaneous Framing and Supports: Furnish steel framing and supports not required to support
Section 05120. Fabricate weldedstructuralsteel, steel joists, or metal deck; coordinate with
construction in as large units as possible. Drill and tap for hardware and other hems. Include anchors
finish, i required for building into work of other Sections. Prime paint gray.
G. Rough Hardware: Custom fabricated bops, plates, anchors, hanger, dowels, and other
iron required for Iraming, supporting, and anchoring othermiscellaneoussteelandshapes
construction. Galvanized unless indicated otherwise.
i
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 13 gage galvanized steel door hoods as shown
on drawings. Shop prime for field paint finish.
J. Steel Pipe Railings: Fabricate to dimensions indicated on Drawings. Make smooth mitered comers;
l primed.
1. Set and secure railings to other construction as indicated.
2. Handrails and Top Rails: Design point bad 200 Ibs, downward or horizontal, and uniform bad of
50 IbAin It applied simultaneously in both vertical and horizontal directions. Concentrated and
uniform loads need rot be assumed to act concurrently.
3. Intermediate Rails: Uniform load 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 fine of
handrail; primed
05500-3
WM - Lake Elsinore, CA July 16, 1993
4
t II