08-1178-001RED R-CAD
SOUTH MIRMI, FL.
GOLD - FORMED 1 DRANINOS
PREPARED FOR: BOULANCER 0R1'I^IALL_
SUNRISE, EL
0 E N E7 R-, A _:L:� N 0 T IE� 5
1.01 Contents of this submittal show the intended application of cola
formed framing components. Fir gerector is to refer to Lha
project contract documents for addit!onal construction assembly
requirements.
1.02 Dimensions shown herein are for design reference only.
All conditions shall be field verified prior to erection.
1.03 This submittal is also subject to the review and conceptual
approval of the project engineer and/or architect prior to
erection.
1.04 Adequacy of the primary structure for loadti imposed by tale cold -
formed framing system Is not the responsibility of Matzen Ford
Design A55ociates, lnc"
1.05 For specific requirements and warranty information on systems or
materials connected and appurtenant to the cold - formod stool
framing includingg windows, caulking and f!oshinos refer to the cr= ntroct
documents on-,/of to manufacturer's data. Mat.: -en Ford Design Associates, Inc.
assumes no responibility for the proper construction or function
1.06 Conditions and or sections encircled 0x;,_ requ!re spec!al
review by the project architect and /or~ structural errgtneer.
Additional project detail Information and ver!fica;:lon of
conditions are7 required.
2.00 INSTALLATION
2.01 All framing components shall be cut Squarely for attachment to
perpendicular members or as required for an a-igular fit ac;r,!nst
abutting members. Members shall be held positively in place" vnt;li
properly fastened.
2.02 Temporary Brocing is the responsibility of the contractor
2.03 All field cutting of studs must be done by sawing or shearing.
Torch cutting of cold - formed members ie unacceptable.
2.04 When required for bridging purposes, framing fabricator is Lo
ensure punchout alignment when assemblingg framinngg and field
cutting studs to length. Refer to typical stud/track connection
and indexing detail.
2.05 Splices in studs, joists, or other load carrying members may only be
made where specifically called for in shop drawings. splices may not
be made at any other sections of these members.
2.06 Where splicing of wall track is necessary between stud spacings, a
lece of stud shall be placed in the adjoining track sections and
astened to the track flarloes at both sides of the wall or ale
tracks shall be butted tlgh together and fastened to structure
either side of the joint.
3.00 GONNEGTIOA15
3.01 If required, all welded connections are to be performed in rte; .ordance
with the latest version of AWS ol.3 Specifications for Melding Sheet
Steel in Structures. Consult AW5 DiC1.O . Melding 'Zinc Coated Steel
and AN51 standard Z4ci"1 for information regarding sor=e welding
procedures. All welds are to be touched -up with a rust !nht- hive
galvanizing paint.
3.02 Suggested weld metal and process for shop w:eldfnq are:: 60 ksl weld
metal strength (minimum) - MI6.
3.03 suggested methods for field welding= 1/8" (tmless noted otherwise)
E60XX (minimum) electrode -- SMAW; or "gasless" MIC.
3.04 Minimum weld throat thickness (t) rrruat match or exceed the base steel
thickness of the thinnest connected part unless noted othert�ll =-z.
3.05 Unless noted otherwise, refer to literature pubiished by Hilt'
f=astening Systems, Inc. for expansion bolt, cnd powder drlvcn
fastener information. Use I inch minimum embedment for each powder
driven fastener unless noted otherwise. Refer to 13uildex, Inc.
technical information for TEK5 screw data. Alternate manufacturer's
fasteners of comparable specifications and load capacities are
acceptable.
4.00 MATERIALS
4.01 All 16 gage and heavier stud Q joist members shall be formed from steel
meeting the criteria as listed above, with a minimum yield strength
of 50 ksl unless specifically noted otherwlse.
4.02 All 18 gage and lighter stud 4 joist members, and all track, bridging, and
accessory Items shall be formed from steel meeting the criteria
as listed above, with a minimum yield strength of 33 ksl unless
specifically noted otherwise.
4.03 structural properties and capacities of steal frarrting components
shall be in accordance with the A.1.5.1. Gold - Formed Deelgn
speclfication.
4.04 All framing products shall be for mec. from steel possessing a 0-60
zinc coating corresponding to the mtnfrmxn, requirements of lvTM
A525.
4.05 Structural properties used in this submitta! are those
published by Dietrich. Other monufacfiurars with equal or better
structural properties are also acceptable.
6
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DATE
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3M.
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COASTAL CONSTRUCTION COMPANY
RED ROAD COMMONS
6600 SW 57 AVENUE
MIAMI, FL 33143
PROJECT NAME & NUMBER (-
T NSMITTAL NO.-- X�O SPEC. REF. oo-00
(REVIEWED RECEIVED L o
( ) REVIEWED AS NOTED TO Ar Q'
( ) REVISE AND RESUBMIT FROM A/E_._
The purpose of this submittal review is solely to ascertain general
conformance with the contract documents, and is not to be construed as
acceptance of responsibility for design or intent. Approval of this submittal
does not relieve the subcontractor or vendor of contractual responsibility
for quantities, dimensions o o formance with the contract documents.
Items noted as 'by oth s" iii be rovided only as shown on the contract
documents.
Reviewed by:
Date: 5 to
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