HomeMy WebLinkAboutMoran Kitchen Remodel_Plans SS DocuSign Envelope ID:5BE9E85B-19E5-4853-9E75-561390B9AB86
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Ceilings to be 0
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DOCUSIg°Bd by: N. 73135 Q Z
for MEP Work;
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Wall to be Restored SOP`% STATE °F : 2
869962A601 A941 C... y��•.�'�Og1aP;���; existing slabs above and below
Per Fire Wall Rating Ss�oNA..�����' unit are not post—tensioned 20-027
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DocuSign Envelope ID:5BE9E85B-19E5-4853-9E75-561390B9AB86
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GENERAL STRUCTURAL NOTES J Jr
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Applicable Codes U; WC
A. Construction shall be in accordance with w
Typical Ceiling Framing
the 6th Edition of the 2017 Florida �o
Building Code and ASCE 7-10. The ft�Cl—
Section A— A Fire Wall
above shall govern except where other Warca
applicable codes or the construction Z-f
25 Ga. Stud Runner Attached to
18 Ga. L2"x2"x4" Clip Angle ® 16"o.c. a 00
Clip Angle w/ (2) #7 Tek Screws w/ 0.145"x0.5" Shot Pins @ 12"o.c. drawings are more restrictive. W�a
Existing Reinforced Metal Framing NONn
° Concrete Slab; A. Studs shall be 25 gauge metal and
° (No Post—Tension) meet the Steel Stud Manufacturers
° Existing Concrete Slab A a Association Standards.
d Over Precast Form Panels; B. End studs shall be seated firmly in the
(No Post—Tension) top and bottom runner tracks.
C. All lateral bracing must be fastened at
the time wall is erected.
Existing 25 Ga. D. Use a minimum of 3 Studs at wall
Bottom Channel corners and intersections. o
25 Go. 18" Framing Stud ® 16" E. All screw connections are based on
o.c. Attached to Steel Stud J" Drywall w/ #7-1" 25 Ga. 1J"x1J" Drop CCFSS Technical Bulletin Vol. 2 No. 1 a N
Specifications for B R
Framing
g —11 Botts Insulation which outlines the AISI S
Runner w/ (3) #7 Tek Screws Drywall Screws Down Ceiling P
w/ 8" Type 'x' Drywall (to bear UL screw connections. A J„ clearance must e $
Classification Mark) be maintained from all edges of steel
members.
F. Provide wind anchors at supports for all
8" Type 'x' Drywall roof joists and truss rafters.
25 Ga. Metal Anchors/Fasteners shall be Simpson
studs ® 16" o.c. brand or approved equal.
Typical D ro — Down C e i l i n Fr a m i n G. Power driven fastener system, expansion
p anchors, masonry screws, and adhesive o
Remodel Unit Neighbor Unit anhor system connections are based on Z
literature published by Hilti Fastening J
25 Ga. Stud Runner Attached to 18 Ga. L2"x2"x4" Clip Angle ® 16"o.c. System, Inc. Alternate fasteners in a
Clip Angle w/ (2) #7 Tek Screws w/ 0.145"x0.5" Shot Pins @ 12"o.c. accordance to Hilti specifications are o
acceptable.
Existing 25 Ga.
Bottom Channel Verification of Construction Conditions
a d Existing Concrete Slab A. Dimensions and elevations of
d 4
Over Precast Form Panels; construction are for bidding only.
(No Post—Tension) B. Contractor shall inspect existing
conditions and verify dimensions,
elevations, etc.. which affect the scope
on the construction drawings.
Existing Reinforced C. The Engineer of Record shall be notified w a
Concrete Slab; of any variations or discrepancies on LL
(No Post—Tension) O
25 Go. 18" Vertical Framing the construction drawings. Any variations 2
Stud CAD 16" o.c. Attached of the constructions drawings without w m
to Steel Stud Runner w/ the Engineer of Record consent are the
(3) #7 Tek Screws
UL DESIGN U419 responsibility of the contractor and z
owner. w
WALL RATING — 1 HOUR D. The construction drawings depict a U o
finished product and all temporary Z o
DocuSigned by: bracing and means and methods of o Y
construction are the responsibility of the W O
25 Ga. 1 Horizontal. Framing Stud (� Drywall w 7-1" ,,,topGEJ 'D p
16" o.c. Attached to Steel Stud Runner Drywall Screws ,cv�•�;oENsF9!�y''' Contractor. a z
w/ (3) #7 Tek Screws DocuSigned by: ' ' Ru73,35 ': E. All framing, drywall, and insulation O
products shall be furnished and installed 0 V
STATE of W; in accordance to all applicable governing
' O��S��O R 1 O h:O�2�C•
869962AB01A941 C._ ''•,S�ONA1 E?•`` codes and manufacturer specifications. 20-027
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